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HomeMy WebLinkAbout47174-Z Town of Southold 10/1/2022 a y� P.O.Box 1179 53095 Main Rd ; dao Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43453 Date: 10/1/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 9900 Soundview Ave, Southold SCTM#: 473889 Sec/Block/Lot: 59.-2-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/18/2021 pursuant to which Building Permit No. 47174 dated 12/3/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement, covered front porch, rear stoops and attached garage as aapplied for. The certificate is issued to Barry,John&Carol of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-2106 8/10/2022 ELECTRICAL CERTIFICATE NO. 47174 9/27/2022 PLUMBERS CERTIFICATION DATED 9/14/2022 ith Sc lon f) Au t riz d g ature EF01 TOWN OF SOUTHOLD aye BUILDING DEPARTMENT C* x TOWN CLERK'S OFFICE Vft oy • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47174 Date: 12/3/2021 Permission is hereby granted to: Barry, John PO BOX 965 Southold, NY 11971 To: demolish existing dwelling and construct a new single-family dwelling as applied for per SCHD approval. At premises located at: 9900 Soundview Ave, Southold SCTM #473889 Sec/Block/Lot# 59.-2-7 Pursuant to application dated 10/18/2021 and approved by the Building Inspector. To expire on 6/4/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,080.80 CO-NEW DWELLING $50.00 DEMOLITION $360.00 Total: $2,490.80 uilding Inspector suefot,�° TO%VH OF SOUTHOf"D BUILDING DEPAR T Ft`IEnAT 10 y� TOWN CLERK'S OFFICE o, • SOUTHOLD, NY BOLDING PERNU r (THIS PERMIT MUST BE WEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47168 Date: 12/2/2021 Permission is hereby granted to: Barry, John PO BOX 966 Southold, MY 11971 To: dove electric service to H-frame for construction At premises located at: 9900 Soundviiew Ave, Southold C) SCTM # 473889 l �f Sec/Block/Lot# 59.-2-7 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 6/3/2023. Fees: ELECTRIC $85.00 Total: $85.00 ilding Inspector pf SO!/j�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlina-town.southold.ny.us Southold,NY 11971-0959 a COUM�`I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Barry Address: 9900 Soundview Ave city:Southold st: NY zip: 11971 Building Permit* 47174 Section: 59 Block: 2 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Harborview Electric License No: 31745ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 68 Ceiling Fixtures 46 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt Wall Fixtures Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures Heat Detectors 1 Sub Panel 80A A/C Blower 2 Range Recpt Ceiling Fan 3 Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 7Q 4'LED Exit Fixtures 1d Pump Other Equipment: Fridge, Double Oven, DW, Micro, Warming Drawer, Cooktop, W/D, 80 A to Garage Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: September 27, 2022 S.Devlin-Cert Electrical Compliance Form SOUT'S'_ Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q _ BUILDING DEPARTMENT TOWN OF SOUTHOLD D) l SEP 1 9 2022 w..� BUILDING OLV'T CERTIFICATION Date: f ��L Building Permit No. G L Owner: (Please print) Plumber: ' ' Q j, (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. 6 (Plum ers Signature} Sworn to before me this i`/ I+A day of 2021 COLLEEN A.MONTRONY Notary Public,State of New York No.01 M06132243 Qualified in Suffolk Count- �• F-)(-OK-CO Commission Expires August 22, Notary Public, oJ�-t F. ( K.Couilty SOF s0 �o� opo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT-ION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] 'ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: no �,m.d i,fWA m I bol— C044A trtQ )A �VA u DATE 3 �22 INSPECTOR oF souryO� H71 79 Ti oa Sc�tpzj ,4--/ # # TOWN OF SOUTHOLD°BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ]' CODE-VIOLATION [ ] PRE C/O REMARKS: G 2,4 l W1 C;� -P2 "r DATE INSPECTOR 50U1y�� � # # TOWN OF SOUTHOLD BUILDING DEPT. �fCp, ry 765-1802 INSPECTION: I" FOUNDATION 1ST [ OUGH PL13G. [ ] F UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACEz& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION -[ ] FIRE RESISTANT PENETRATION° [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REM RKS. 1/0 r 1 DATE �{ �' ���Z INSPECTORY. 0 V Wk' OF SOUTh°� * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND ] N ULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL' / REMARKS: . vll+o�/l %V r on h Ci lln "t Ole DATE INSPECTOR SOOIyO�O l # * TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL Ne6 . [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL c REMARKS: (I)A:64w lyl C94 In W It DATE $� INSPECTOR �o�,�,of souryo� H `7Ll V&J v < f # TOWN OF SOUTHOLD BUILDING DEPT. �ycou631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: =4w a cagy urrlrn►rs-4ey -*j-`cIr/-i DATE `� 27 2�i INSPECTOR Building Envelope and Duct Tightness Report 20181ECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 9900 Soundview Avenue,Southold NY 11971 Test Date 8/22/2022 Building Permit#: 47174 Compliance Pathway Performance Tent Completed by: Christopher SHVqn. RESNET Rater ID# 4150294 Home Energy So os SPP 19 2022 NATE ID# 187 East Main Street E31�Ir ►lief ��,� : ICC ID# Huntington,NY-11743 TION" I o or SGUTt C*LD BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if- Floor fFloor Area Volume. ❑Conditioned Basement Basement ❑Conditioned Crawl Space 1St 1374 13740 ❑.► Sealed Attic 2nd 1090 9810 *The conditioned floor area of dwelling is calculated in 3rd ance with ANSI 2765,except that conditioned floor Attic 6866 area inc des areas where the ceiling height is less than 5 Total Volume 30416 ' CFM @50 pa 1224.9 Air changes/hr pa 2.42 Code Compliance: Pass Duct Tightness: Post Construction' Tvst-T 6tal Duct Leakage System-1: Duct Location Floor Area Leakage CFM c@ 25paCFM/100 fl?CFACode Compliance: System-2: Duct Location Floor Area Leakage CFM @ 25paCFM/100 ftp CFA Code Compliance: System-3: Duct Location Floor Area Leakage CFM @ 25paCFM/100 fe CFA Code Compliance: All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. Signature: :.- - Date: 8/22/2022 ChristWer Silvia,Home Energy Solutions I Manual S Compliance Report Job: 9900 Soundview Avenue zt Date: 8/23/2022 H�1hiL El�ERGY �(IL V I I(IN A H2 By Matthew LaMay Home Energy Solutions 187 East Main Street,Huntington,NY Project • • For: 9900 Soundview Avenue,Southold, NY 11971 • •ling Equipment Design Conditions Outdoor design DB: 84.9°F Sensible gain: 12503 Btuh Entering coil DB: 78.1°F Outdoor design WB: 71.7°F Latent gain: 3969 Btuh Entering coil WB: 64.4°F Indoor design DB: 75.0°F Total gain: 16472 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1624AJ1NB+RH1P2417STANAA Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 134%of load Latent capacity: 7200 Btuh 181%of load Total capacity: 24000 Btuh 146%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10:4°F Heat loss: 21815 Btuh Entering coil DB: 63.7°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Oil boiler Manufacturer: PEERLESS Model: WV-DV-04-115 Actual airflow: 800 cfm Output capacity: 141000 Btuh 646%of load j SEP 19 2922 • S !Ll31ra� 4�ey_,� Meets all requirements of ACCA Manual S. `� W rjg�'tsoft`� 2022-Aug-23 13:27:29 .. ,, »,m , -, Rig htSu ite®Universal 2021 21"0.03 RSU26249 Page 2 AC ...EW\Desktop\Matt Man J\9900 Soundview Avenue.rup Calc=MJ8 Front Door faces:SW Load Short Form Job: 9900 Soundview Avenue t lIQQA11 ENLRGY Date: 8/23/2022 ao i1 u'r i0, �s AH 1 By: Matthew LaMay Home Energy Solutions 187 East Main Street,Huntington,NY. Project Information For: 9900 Soundview Avenue, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 10 85 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 62 10 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 33 31 HEATING EQUIPMENT COOLING EQUIPMENT Make PEERLESS Make Rheem Trade WV-DV Trade RHEEM Model WV-DV-04-115 Cond RA1624AJl NB AHRI ref 2100810 Coil RH 1 P2417STANAA AHRI ref 7940890 Efficiency 86.7 AFUE Efficiency 12.2 EER, 14.5 SEER Heating input 161000 Btuh Sensible cooling 16800 Btuh Heating output 141000 Btuh Latent cooling 7200 Btuh Temperature rise 161 'F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.038 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) DEN 264 5790 4112 222 217 HALL/STAIRS 144 1389 202 53 11 KITCHEN 354 5046 4744 194 250 LIVING ROOM 521 7815 5741 300 303 PWDR 55 780 365 30 19 AH1 1338 20819 15164 800 800 Other equip loads 4738 761 Equip. @ 0.90 RSM 14317 Latent cooling 3569 TOTALS I 1338 I 25558 I 17886 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -1i- wrightsoft" 2022-Aug-2313:27:29 J .� a...„. ..�-. RightSuite®Universal 202121.0.03RSU26249 Paget EW1DesktoplMatt Man J19900 Soundview Avenue.rup Calc=MJ8 Front Door faces:SW Load Short Form Job: 9900 Soundview Avenue Hpr`1t: cNcnc� Date: 8/23/2022 .0 t u It 10 K I Entire House By: Matthew LaMay Home Energy Solutions 187 East Main Street,Huntington,NY Project • • For: 9900 Soundview Avenue, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 10 85 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 62 10 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 33 31 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AH1 1338 20819 15164 800 800 AH2 1056 16634 11671 800 800 Entire House 2394 37453 26835 1600 1600 Other equip loads 9919 1594 Equip. @ 0.90 RSM 25558 Latent cooling 4437 TOTALS I 2394 I 47372 I 29995 I 1600 I 1600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - vvrigIE'ltsoft 2022-Aug-2313:27:29 e Z� Right-Suite®Universal 2021 21.0.03 RSU26249 Page 1 J ...EW\Desktop\Matt Man J\9900 Soundview Avenue.rup Calc=MJ8 Front Door faces:SW Load Short Form Job: 9900 Soundview Avenue hl©Q hS E ENERGY Date: 8/23/2022 s "culiON AM By: Matthew LaMay Home Energy Solutions 187 East Main Street,Huntington,NY oject Informatibn For: 9900 Soundview Avenue,Southold, NY 11971 Design Information Htg Clg Infiltration Outside db (°F) . 10 85 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 62 10 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 31 HEATING EQUIPMENT COOLING EQUIPMENT Make PEERLESS Make Rheem Trade WV-DV . Trade RHEEM Model WV-DV-04-115 Cond RA1624AJlNB AHRI ref 2100810 Coil RH1P2417STANAA AHRI ref 7940890 Efficiency 86.7 AFUE Efficiency 12.2 EER, 14.5 SEER Heating input 161000 Btuh Sensible cooling 16800 Btuh Heating output 141000 Btuh Latent cooling 7200 Btuh Temperature rise 161 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.038 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) DEN 264 5790 4112 222 217 HALUSTAI RS 144 1389 202 53 11 KITCHEN 354 5046 4744 194 250 LIVING ROOM 521 7815 5741 300 303 PWDR 55 780 365 30 19 AH1 1338 20819 15164 800 800 Other equip loads 4738 761 Equip. @ 0.90 RSM 14317 Latent cooling 3569 TOTALS I 1338 I 25558 I 17886 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoW 2022-Aug-2313:27:29 RightSuite®Universal 202121.0.03RSU26249 Paget ...EwlDesktopWatt Man M900 Soundview Avenue.rup Calc=MJ8 Front Door faces:SW Manual S Compliance Report Job: 9900 Soundview Avenue ' 1-1(Pol M E Ela E R G YDate: 8/23/2022 t+u + •� AH 1 By: Matthew LaMay Home Energy Solutions 187 East Main Street,Huntington,NY Project • • For: 9900 Soundview Avenue,Southold, NY 11971- Cooling, Equipment Design Conditions Outdoor design DB: 84.9°F Sensible gain: 15926 Btuh Entering coil DB: 78.2°F Outdoor design WB: 71.7°F Latent gain: 3569 Btuh Entering coil WB: 64.5°F Indoor design DB: 75.0°F Total gain: 19494 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1624AJ1NB+RH1P2417STANAA Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 105%of load Latent capacity: 7200 Btuh 202%of load Total capacity: 24000 Btuh 123%of load SHR: 70% He.Ming Equipment Design Conditions Outdoor design DB: 10.4°F Heat loss: 25558 Btuh Entering coil DB: 63.9°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Oil boiler Manufacturer: PEERLESS Model: WV-DV-04-115 Actual airflow: 800 cfm Output capacity: 141000 Btuh 552%of load Meets all requirements of ACCA Manual S. ,t- * wrightsoW 2022-Aug-2313:27:29 )m '—.' ...��.>...,...,a,,, Right-Suite®Universal 2021 21.0.03 RSU26249 Page 1 ...EMDesktop\Matt Man J\9900 Soundview Avenue.rup Calc=MJ8 Front Door faces:SW AH2 1056 16634 11671 800 800 Other equip loads 5181 833 Equip.@ 0.90 RSM 11241 Latent cooling 3969 TOTALS I 1056 I 21815 I 15209 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsofr 2022-Aug-2313:27:29 }'� ..,», .. Rig htSuite@ Universal 2021 21.0.03 RSU26249 Page 4 Arm ...EW\Desktop\Matt Man J\9900 Sou ndview Avenue.rup Calc=MJ8 Front Door faces:SW OPKidde Find Products Q Home/Fire Safety/5afety Accessories/Auxiliary Devices/Heat Alarm-HD135 Share: ��vy• Heat Alarm- �` HD135 4.9(9) Wdreareview, � Where to Buy -` The Kidde HD135F is a 120VAC Wire In Heat Alarm that responds to temperature rather SEP 19 202 than smoke. The Kidde HB135F 120VAC wire In heat alarm gives you and your family an early warning to dangerous temperatures of 135'F or more E !11 DING'd--[__i)Y This unit also includes,a ramperresist pin that helps to deter duef and C^Jr {Ls-UCiV n(1i�L_ (•� tampon g. �o�V-3,1C SOUTHOLU This unit can be used asa singlestadan unitoritcan beimerconneemd to up to 14 Kidde devices in a multiple station arrangement DETAIL KEY FEATURES SPECIFICATIONS DOCUMENTS lit *4.9 1 9 Reviews 1 out of 1(100%)reviewers recommend this produtt Search topics and reviews Q Reviews Write a review RetingS.pshot Select a now below to filter reviews. 5* 8 4* 1 3* 0 2* o 1* 0 Average Customer Ratings Overall * * 4.9 Quality t I 5.0 Value i i I i 5.0 1-7 of 9 Reviews ® Son by-Most Relevant. Scotto )it**At 7 months ago San Diego Perfect for garage/ADU Review 1 Mine is installed in the garage where you can't use smokelco2 detectors,h is Vates0 interconnected to the apartments smoke and cot which is built above the Quality Gender Male garage,If there's ever a fire in the + gar g garage,it will give us ample warning to get Age 55 to 64 out of the apanment theoretically-I'd like to see a smart version of this sensor Value to integrate with the smart devices that are available. I r Recommends this product✓Yes Helpful? Yes-0 No-O Report Response from Kidde Residential&Commercial' Kidde PmductSuppon-7 months ago Hello.Thank you foryour review and suggestion.We will pass that atong.Let us know at 1-800-880- 6788 if there are questions or issues we can hep you with. ]lm *-6 years ago Reviews 3 Good product,good quality,easy install Votes 0 This product replaced an old Frei smoke alarm in the garage that was integrated with the other alarms in the home-It is a heat detector rather than a smoke detector on the advice of a Kidde rep.It went in seamlessly other than Having to simply do the wire con jectors It does seem to work with the other By icing lis�Ie,you agmu with our use or cauXes. I consent to Cookies Want to knew more? Read cur Coo4e Palsy C ;.:� . __ k �� �-: ,_ ': �� ,. ,i , {..- �, v ���. ._ _. ��� �+ � .S _ .., _ ��� �� �,� _ ;• .F '� � �� vX ..F.a44 - '� __ ��a �— C�� � �� � �,�` �.©ale � � �a ��� F,I 6 j 4E � . 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"fir •. �in f -�. � ++'4s, r y. !� t• _ t. a Yy i G. f � s ,, • .. � :� qtr :� ` ' C��_- � # d► y .'$ a '''� �- I Yy. f •� fx �fi' E J :SII I f e• 3 y S 6, S w ij r , ... �_ . n e e t s+ *W4 � . �,. � *;,� � 'dor , `•`.�►:��4i�;Ka �f�,�� '`•�.r�};i��- ` � �, t• R, ja r � is A <� .{ I: 1 '` 4 - � ' t -�UfaAim i , t r 77!41 Al qr 20 . i rr a • ...kms�; ti � p r *51 i fl y tt � � fffl� • sh f Y. w � f I :.fie ;._ 4'.. - • a c, ':5. tH. .. 5J •e• J'�4� 'tea - � .::pl n ' /r r � *�_�t y Y� �is �..•w` "-✓. r -'.� �• �� *., �+ '.tom i e s � ® • . ® . e . e e e t! ♦ s -MAMM P • • 40INGAHIM 1 Ptuki . _ �► • 6�• s _ u. INSULATION TE N. STATE • e ® d _ /M r lop W, 111MIrmTral MIRIN7.MR 111T,e i� � Am WEA, I �� j e SO ��r"� • t • t -r i ��usFacr�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT 0 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 • Telephone(631) 765-1802 Fax (631) 765-9502 haps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D E C E � V E PERMIT NO. �tl�j Building Inspector: OCT 18 202, Applications and forms-must be filled out,in their entire Incom tete . BUILDING DEPT. tY p TOWN OF SOUTHOLD applications,will not be accepted. Where,the.Applicant,Is not the owner;.an Owner'sAuthorization:form(Page2)shall'be:completed. Date: ,1 0 ( �I2 I I OWNER(S)OF. PROPERTY:: Name: ; f SCTM#1000- Project Address: 0 C —.�� IS _n Phone#: f t� � - I Email: — M a 11 i ng Address: CONTACT PERSON : : Name: Mailing Address: t Phone#: j, Z �J�d Email: G _Co_ DESIGN PROFESSIONAL INFORMATION: Name: !K� Mailing Address: —7 Phone#: 1.+k4'j Email: CONTRACTOR INFORMATION: Name: Mailing Address: 31 S l�.si- oc�d_, AA.__ �-vc:,� Phone#: Email r - ---- - DESCRIPTION:OF PROPOSED CONSTRUCTION Eew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 6Z)0/6)00 .400 [Willthelotbere-graclecl? D' es ❑No ND ft Will excess fill.be removed from premises? ❑Yes o 1 i i PROPERTY INFORMATION. y - Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes RNo IF YES, PROVIDE A COPY. Check Box After Reading: Theowner/contractor/design professional:is responsible for altdrainage and storm water issues as'provided by- Chapter 236of the.Town Code. APPLICATION IS HEREBY'MADE to the Building Department for the issuance-of a Building Permit'pursuant to the Building Zone. Ordinance of the?own of Southold,.Suffolk,County,New York and.other applicable Laws,Ordinances or-Regulations,•for the construction of buildings, additions,alterations or forYemoval or demolition as herein described.The applicant agrees,to comply with all applicable laws,ordinances,building code; housing code and regulations and to admitauthoriaed inspector's on.premises and in.building(s)for necessary inspections.:Fal'se statements made herein are punishable:ae a Class A misdemeanor pursuant to Section 210.45 of'the New York State-Penal Law: Application Submitted By( rant name • � ��� �Oo Authorized Agent ❑Owner Signature of Applica Date: STATE OF NEW YORK) S: COUNTY OF I� ) ?rk I/ YI Gt r being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent, orate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best ofsJ.her--kn• ledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of —.20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) residing at X900 S c�ymwy0/c/ do hereby authorize P/,- Ce C-1 ZWO0�t-- to apply on my behalf to the Town of Southold Building Department for approval as described herein. 14,4 !�� lb /—/.q,/?_/ Owner's'Signatu Date Print Owner's Na e 2 ��gufE Y N�� 2 2Q211ILDING DEPARTMENT-Electrical Inspector O = eU�aF sou�o'fown Hall Annexo 4375 Main Road - PO Box 1179 cm _. OWN '* Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 ' rogerr southoldtownny.gov-seand(a southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: 146.v2-6v2\i,-bw Qr,&\AP-j c, Electrician's Name: GLS t'Zi 1) a o i ,,' License No.: , k-7 Elec. email:"meAzo1'ievele-c wt e-.j vac-S&wL;-L..Cc Elec. Phone No:G 3I cl.Go (0 Zc c I Rrrequest an email copy of Certificate of Compliance Elec. Address.: i? '',(Lem Ate, Iti.11 PLacr, I' 176 N JOB SITE INFORMATION (All Information Required) Name: ACC dr C0A01— CCI2az Address: pp Sso Akd I�- Cross Street: bI�,IC w nql Phone No.: Z_63 Z_(0 '7 I FsS� Bidg.Permit#: 0 117f email: Tax Map District: 1000 Section: S-1 Block: Z. Lot: `7 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): + S iso9 tem CJL cA",,�.� Square Footage: T 773 C le All That Apply: Is job ready for inspection?: ❑ YES®NO ❑Rough In E] Final Do you need a Temp Certificate?: JRr ❑NO Issued On Temp Information: (All information required) Service Size el h❑3 Ph Size: Zoo A #Meters Old Meter# ❑New Service[-]Fire Reconnect❑Flood Reconnect❑Service ReconnectJnderground❑Overhead #Underground Laterals 1 2 Frame Pole Work done on Service? 0 Y ON Additional Information: PAYMENT DUE WITH APPLICATION �' � ✓x(11'��''! P s ILDI1MG DEPARTMENT-Electrical Rnspemctor TOWN OF SOUTHOLD � � °`' o 'rt '~ Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrpsoutholdtownny gov seand(cDsoutholdtownny.gov k !1 APPLICAT-I'ON FOR ELECTRICAL INSPECTION ELECTRIqlAN0ORMATION (All Information Required) Date: Company Name: :.LVN.-, Electrician's Name: License No.: ±e"� q �� Elec. email• -�c �e ,�� L.loc-(5frw •Cc Elec. Phone No:(� ci�4 L Z_t C �Rrrequest an email copy of Certificate of Compliance Elec. Address.: i L h,,ce., �A, Ij 1�LE,CV, JOB SITE INFORMATION (All information Required) Name: Cn vto C OJ2,"z Address: Q ci 0 D ;n�%L;e,�,) X-4e_-, o.,I Imo. Cross Street: 0tv1C W nO�, L Phone No.: Q S ZIP '7 r i &5 Bldg.Permit#: I "I email: Tax Map District: 1000 Se tion: �q Block: L Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): qC^r a I on Square Footage: . O C le-A91,T heat Apply: Is job ready for inspection?: ® YES O ❑Rough In ❑ Final Do you need a Temp Certificate?: Rr YES ❑NO Issued On Tamp Information- (All information required) Service Size 1 Ph❑3 Ph Size: 2-00 A #Meters Old Meter# ®New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect nderground❑Overhead #Underground Laterals 1 2 Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 1 or PERMIT# Address: Switches Outlets G F I's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro G.e'nerator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments. L lVV t ct"n,�nO'1 �/�0,4,- TOWN OUTHA ON C,,� ttal� O n I ELECTRIC T SHEET SCTM# 4736 - - Application#: Permit#: Owner Electrical Contractor Property Location: / Description of Work l'O 450 Fixture outlets: 460 Receptacles: 470 Switches: 41(3 480 Incandescent Fixtures: 482 Fluorescent Fixtures: 484 Other Fixtures: ,1-S 490 Cooking Decks: Amt. K.W 500 Dishwashers: Amt. K.W 510 Dryers: Amt, K.W. 520 Future Appliance Feeders: Amt. LO No. A.W.G. 530 Future Appliance Feeders: Amt. No. A.W.G. 540 Arc Fault Breakers: Amt. I No.. cp 545 C/O Detectors: Amt. 550 Time Clocks: Amt. Amps 555 Bell Trans.: 560 Unit Heaters: Amt. K.W. 570 Dimmers: Amt. Watts 575 Subpanel: Amt. Cir. Amp. 575 Subpanel: Amt. Cir. Amp. 575 Subpanel: Amt. Cir. Amp. 575 Subpanel: Amt. Cir. Amp. 580 Track Lighting: Feet 600 G.F.C.I.: Amt. C6 610 Smoke Detectors: Amt �� 620 Ranges: Amt. K.W. 630 Ovens: Amt. K.W. n 640 Fans: Amt. H.P. 650 Furnace Motors: Oil H.P. Gas H.P. 660 Special Receptacles: Amt. Amp. Amt. Amp. 680 Multi-Outlet Systems: Feet 700 Service Disconnect: Amt. Amp. Type 710 Service Disconnect: Amt. Amp. Type 720 Service Disconnect: Amt. Amp. Type 2 tFti L,eCs 750 No. of Meter Equip: Amt. �� � 760 Service Wire Type: 103W 304W 770 No. of CC Cond/0: Amt. 780 A.W.G. of CC Cond.: A.W.G. 790 No.of Hi-Leg: Amt. 11Pagc GAMM 46155 Route 48 PO Box 1497 Southold, NY 11971 / November 24,2021 '. - -[����� '--' -- --''---- ---^------- '- -� -` '--- -- ---- '- ' ----- . This let-ter istonotify you that wepicked up2-1O0bLPtanks and equipment(regulator . and cover)at880DSoundxkawAvenue and Oakwood.RoadinSouthold onNovember ' ��202l'asperVourrequestThere�ouprupaneservice� at the abov6 ' address.Ifyou have any questions,please call 63l-7GS-3O82. /nannyou, . ` ' ' 'TamMie Hildeshenn Customer Service Van DuzerGas Service T631-765�3882 Drafting and Design Consultants 4576 Middle Country Road Calverton, NY 11933 Providing all of your Drafting and Design needs Architectural, Mechanical, 3d Modeling, Patent Design d2consultantsCW-optonline.net 433.865.3108 Cell December 02,2021 Southold Town Building Department 54375 NY-Route 25 Southold,NY 11971 Attn:Amanda Re:Barry Residence 9900 Sound View Avenue Mattituck,NY 11971 Re: Job#.DDC 21-0017,.Barry Residence,2-story 2,413 s.f. house Amanda After speaking with National grid and inspecting the Property at 9900 Sound view Ave. 1 found that thereis no gas service on this property. Thank you Joseph Turner S.C.T.M. NO. DISTRICT: 1000 SECTION: 59 BLOCK: 2 LOT(S): 7 #R-21-2106 OGSi c lit'o w1pus15°' / PROPOSED DWELL8'DIAxVOEEP t09.Is , s�p�oP°�n� �'�\ of o — t -+' U.P. 1 1�% \`�� CONCRETE WASH OUT AREA / 7� a IN BED OF PROPOSED DRIVEWAY. OEM SEPTIC TO BE C EXISTING DWELLING / PROP osE4 91. �i' `` R O jTO BE#9900 DEMOLISHED Y sr0(J/c BKE ARFA WELL PROPOSED i I �� / �'DWx4'DEEP Jam\ kx \19 C 4 BEDROOM SYSTEM co / T*t / / J� / o;;;:;• ?;3 ;•;:••':(19.� 1250 GAL S.T. p 5' / CbVERED PORCH Co:::::::::::::::X: p (2)8'DIAx6'DEEP LP. cs MIN. SSL ( 9 5)•::::::::::30 :::::: GARAGE' :..{..:Q............'PROPOSED•:: :::GF(19;5)::;;� MON. ':::..:-X- N 2 STY FRM......:::. ::::::... ELEV. 18.2 ::X:::. 1 _ 10 DWEWNG:.................... �3.FFL?22o S'::r........................ '' , Z DWELLINGS OL DY LOAM BROWN 0.3' FSI I N.........:..1:::::✓y ......:5:::;•:: :'� W/PUBLIC WATER :o:::::::::::::: I 5' r� ::::1:rt:::: :: ::: :::::N::;::t::::3.7' z 150'+ BROWN 3. IN l'::::':'• SID 2.5' 1 I ::::::::: :: : ::......o. oe A ............... `.`.`. '.:..'.': ::::::::::::::::moi:.::::::. 20.0) w 3�.0 r58.0' s::::::::: ::::: MED. 3 foKN :::.::::::::::::::;::: SP SAND 3.0 Z= 10 GRAVEL ST OD — % �\ 4 � OOP I 3,X6, �\_�i \\ EDIUEM r I � DRY WELL \ SAND Q p / ppLUfE .� NGWNTfGR 8'DVGc4'DEEP 20 SW GRAVEL 11.2' STAOGIINNGGEOAREA O //I UNFOR/ WELL ED � -12 AND ENTRANCE CONSTRUCTION TO BE REMOVED - --- — - -- IT ENTRANCE p 641 r {.:... 1 S70RY .... WATER EL HIGHEST EXP. I -=— - - - - -- �'Ty i� _ o�y o•:: GARAGE- ::: G(D�2 - — - ;::::TO REMAIN:•;;: JUNE 15, 2021— 17' G� 16'9 1 COQ I \ K. WOYCHUK LS If Q 15.4' / I o MON. WIRE FENCE PIPE TYPICAL DRYWELL CROSS SECTION III (GONG. PRECAST COMPONENTS) I S47"49'40"'W DINUUNGS "20 1 U2.5U' / DRAINAGE CALCULATIONS: e'sue FOR NDN-TRAFFIC WARINO W/PUBLIC WATER / e'Sue FDR TRAFFIC BEARPID WAW DUTY 150' APPROVED INLET PIPE CAST IRON FRWE AND APPRM OUTLET PIPE / A) DWELLING W/COVERED PORCH=2088 SQ.FT. AWT.4'DIACDVER ro GRADE ro EXPANSION RDWS FKIGFiED 1/eYT• Pim����. / 2088 x 0.166=347cf REQUIRED L (2) 8'DIA x 4 DEEP DRYWELL=354cf PROVIDED (� 0 ❑0 B) DRIVEWAY=1000 SQ.FT. 1000 x 0.166= 166cf (1) 8'DIA x 4' DEEP DRYWELL= 177cf PROVIDED MIN. TO KEEP SEDIMENT ON SITE SCREEN SECTION HAY BAIL AND/OR SILT FENCING GEOTEME FAORIC SUPPORT POSTS W WOOD OR METAL ' y Q ' . Flow DIRECTION ATERIAL TO BE O \\AND GRAVEL 3 ��y"_ ���_ eAc FlIUID TRENCH Q �' EXIS TING GROUND 04 ZONED R-40 o R� ' `' }s NON—CONFORMING LOT p• CONSiF2UCT10N ENTRANCE - FOUNDATION OF COMPACTED FRONT YARD: 35 MIN W 3/4"STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A SIDE YARD: 10'MIN, 25' TOTAL FlLL TO 18" (Mtn.) ABOVE EXISTING GRADE FOR DRAINAGE z• REAR YARD: 35'MIN REVISED 09-16-21 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS FOUNDATION LOCATION 07-22-13 AND OR DATA OBTAINED FROM OTHERS AREA: 15,166.87 SQ.FT or 0.35 ACRES ELEVA77ON DATUM: NAV288 ___ UNAUTHORIZED AL7ERA77ON OR ADD17ION TO ]THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF 774IS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 774E PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE T17LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TV77ON LISTED HEREON, AND TO 774E ASSIGNEES OF 7HE LENDING INS77TU.770N, GUARAN7EES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD17IONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S77?UE'FURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EWDENT ON 774E PREMISES AT THE 77ME OF SURVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: JOHN BARRY, MAP OF: FILED: SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 13-90 SCALE:1 "=30' DATE: JULY 22, 2013N.YS. LISC. 740. 050882 PHONE (831)298-1588 FAX (631) 298-1588 S.C.T.M. NO. DISTRICT: 1000 SECTION: 59 BLOCK: 2 LOT(S): 7 #R-21-2106 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE ONLY DATE 10/11/21- � Stefj,--- REF.NO. R-21-2106 APPROVED_ [(!`« FOR MAXIMUM OF 4 BEDROOMS EXPIRES THREE YEARS FROM DATE OFAPPROVAL p,Ng1.1.1NGWpc6R / � f `jei5p"0- i r '' Abandonment of the existing sanitary system must be in i conformance with the Department's requirements. p,���v if Submit completed form W WM-080 as proof �17 MpaN�� S��\ �• ' PROPOSED DRY WELL B'DIAx4'DEEP a U.P. 1�/ OWi CONCRETE WASH OUT AREA C' J 17-" IN BED OF PROPOSED DRIVEWAY. MO I A / WSNED SEPTIC i0 BE� W jg A&WDOD AND BACK a EXISTING DWELLING � / WI1H CLEAN CAARS SAND \ (/9900 PROPOS--ED 90/11L O/ / TO BE DEMOLISHED STOCK tlnt AREA ` Ir \� RY WELL // /w �'DIA%4'DEEP / �, X X19 O PROPOSED 4 BEDROOM SYSTEM / X 'o; ; 22;3;;; ; (19.0 1250 GAL S.T. O 5' 'p �/ / CSVERED PORCH uo;; (2)8'DIAx6'DEEP L.P. Op MIN. H ( 9.5) 30 0 GARAGE:.v., ^I CLF/Wr:'r:i!•::i::•:•is:'PROPOSED:::•r::.........:::.ui MON. i O / OUT 2 STY FRM.::::::•::::::::::'`•Y x ELEV. 18.2 S.T. ,:.X•: :. 10'LIU :�............ DWELLING':::.�::::::.:::•::•::•:•: 3 BEDROOMS :1:::::: BROWN R i I Ir° N ::�:.FFL(22.o)•; :^:::I :'{��' i DWELLINGS OL DY LOAM 0.3' W/PUBLIC WATER 5' ::5: i.'::::::::::::::::::::::Y:: :3:�. C.0 BROWN 1 m I \ :::::::::::......o SP 2.5' Q 19.5 20.0 a Oss.o'•:'': ::.::::::::::: MED. -DtD'MnT . . ........... .. SP SAND U h I 17 I 11 1, w GRAVEL 3.0 W On / f WOOD /� •\ — I9 n I I 0. / 1 r1� 3 / 1STOOP PALE 1 . 3'x6' �__/ � MEDIUM / (0 21 z' DRY WELL SAND PROPOSED O u p�R N t D11 1 114GR'�BE,gNDLL PNED DEEP M 20 SW GRAVEL 1 1.2� STAGING AREA CST RE' AND CONSTRUCTION / TO BE REMOVED ENTRANCE I 63.1' :. : .: .....:•...... .24.0'...:.::... r d, AI WATER EL 1.1 / I F} 1 STORY' GARAGE HIGHEST EXP. 2.2 GF 21.2 (DRY) 17' g ::.:,:.:-:TO REMAIN.:.:.:.. JUNE 15, 2021 GL 16 1 Q°e I K. WOYCHUK LS / Q 15.4' I / 1 MON. WIRE FENCE ' I PIPE TYPICAL DRYWELL CROSS SECTION / — — — (CONC. PRECAST COMPONENTS) 847n 49'40"wDWELLINGS "20 102.50 / DRAINAGE CALCULATIONS: 6'SLAB FOR NON—TRAFFIC BEARING W/PUBLIC WATER 8•SUB FOR TRAFFIC BEARING 150' / HFAW DULY APPROVED INLET PIPE GIST IRON FRAME AND APPROVED OUTLET PIPE / A) DWELLING W/COVERED PORCH=2088 SQ.FT. MIN.4•DV COVER TO GRADE TO EMIN.4QN RINCS PITCHED 1/B%I PITCHED 1/8-/1, T 2088 x 0.166=347cf REQUIRED ® � ❑❑ 21 (2) 8'DIA x 4' DEEP DRYWELL=354cf PROVIDED Q ❑❑ B) DRIVEWAY=1000 SQ.FT. 1000 x 0.166= 166cf (1) 8'DIA x 4' DEEP DRYWELL= 177cf PROVIDED 50'MIN. BUT SUFFICIENT TO KEEP SEDIMENT ON SITE TYPICAL SILT SCREEN SECTION HAY BAIL AND/OR ZSILT FENCING GEOTEXTILE FABRIC Z' SUPPORT POSTS W WOOD OR METAL MIN. 3FLOW DIRECTION ' W ' COLLAR 8' 4• \\� `\Ai�, . BACK FILL MATERIAL TO BE r a \0' \n Z EXCAVATED AND CLEAN SAND AND GRAVEL 3 Q y" y BACKFILLED TRENCH EXISTING GROUND ZONED R-40 o M . ti' NON—CONFORMING LOTUj i �—_ _ �111�11i=1 I I— I ni--I oTFILL RUCTION ENTRANCE - FOUNDATION OF COMPACTED �=I L — FRONT YARD: 35'MIN WSTONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. rIT=TTurtr�r_m�rL SIDE YARD: 10'MIN, 25' TOTAL O 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. r MQ01° REAR YARD: 35'MIN I REVISED 09-16-21 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FOUNDATION LOCATION 07-22-13 AND OR DATA OBTAINED FROM OTHERS. AREA: 15,166.87 SQ.FT or 0.35 ACRES ELEVATION DATUM: NAVD88 ................ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUC-TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY 0FNEII,r CERTIFIED TO: JOHN BARRY; MAP OF: �P �N M WO O FILED: SITUATED AT: SOUTHOLD * Y O TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK SIS`, 050882 ��� Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 13-90 SCALE: 1 "=30' DATE: JULY 22, 2013 N.Y.S. LISC. N0. 050882 PHONE (631)298-1588 FAX (631) 298-1588 S.C.T.M. NO. DISTRICT. 1000 SECTION: 59 BLOCK: 2 LOT(S): 7 #R-21-2106 ® [I ' 7 n in r JAN 3 12022 o�ycwcs ,jo P� wIP ASO /•' w�a O V� PROPOSEDDRY WELL 8DIAx DEEP D llllii E '1� c r(U.P. �F 0� sF' �-� to CONCRETE WASH OUT AREA Y %1' g IN Bm OF PROPMEM DRIVEWAY. MON. L7fSfBJC Sm BE EXISTING DWELLING D AND UED Ti #9900 i PROPOSM SM ;-�` TO BE DEMOLISHED STUCK PILE AREA t A. o DRY WELL Cp- PROPOSED O 8'DIAxVDEEP N p 4 BEDROOM SYSTEM co 23.4' 1250 GAL S.T. to 5' q N GARAGE (2)8'DIAx8'DEEP L.P. Gt; IN. s 35.1' c "y a ON. ELEV. 18.2 FOUNDATION z DWELLINGS OL BROWNLOAM 0.3' w LOCATIONW/PUBUC WATER 5' 'r0 JAN. 24, 2022 2.0' z -� 150' BROWN ° SP SAND 2.5' a totsv 11.5' MED. z 3 O -0 56.1 SID GSAND RAVEL � 3.0 MEDIUM DRY W�\ELL SAND Q PtpG oo 8'OIAx4'DEEP �.. SW & 11.2' PROPOSED OE D O� GRAVEL STAGING AREA N Q4 RE l E FORS. / DPI ED .2 AND CONSTRUCTION p v / TO BE REMOVED ENTRANCE ' 63Cit .1 ::::::: WATER EL GARAGE HIGHEST EXP. 'j:::: - IIo.. GF AGE :? - 4--� . . W.M. NDRY — 17' �J TO(REM)AIN-:• : JUNE 15, 2021 COQ K. WOYCHUK LS Q 15.4' ........ i I U P WIRE FENCE N PIPE TYPICAL DRYWELL CROSS SECTION — (CONC. PRECAST COMPONENTS) MON. S47049'40" DWEUJNGS W 102.50' DRAINAGE CALCULATIONS: I S'SLS MR NCN-V*x BEAM W/PUBUC WATER 9'SLAG FOR TRAFFk BEAMND 150' APPROVED INLET PIPE CASTS FRAME NA APPROVED CURET P1PE 4. TO GRADE TO EXPANspN RAW A) DWELLING W/COVERED PORCH=2088 SQ.FT. MINED 1/ey1' "B+'• D� 2088 x 0.166=347cf REQUIRED aa Prta®1/r/1 (2) 8'DIA x 4' DEEP DRYWELL=354cf PROVIDED ® o ❑ Q 0 ❑❑ 8) DRIVEWAY=1000 SQ.FT. 1000 x 0.166= 166cf (1) VDIA x 4' DEEP DRYWELL= 177cf PROVIDED 91;. TO KEEP 7SEDMENT ON SITE TYPICAL SILT SCREEN SECTION L AND/OR GE0IEMILE FARC rNCING SUPPORT POSTS W WOOD OR METAL LMIN. �- 8, _ Q. A�' .' fir FLAW DIRECTION BACK FILL MATERIAL TO BE d \\O Z CLEAN SAND AND GRAVEL 3 ��y`_ �y T1AcxIXFTum T�RENcn EXISTING GROUND ZONED R-40 o `,R � SG' NON-CONFORMING LOT ; p CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED FRONT YARD: 35 MIN W :3/4' STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. SIDE YARD: 10'MIN, 25' TOTAL FILL To 18' (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. r'aN" REAR YARD: 35'MIN —1 FOUNDATION LOCATION 01-24-22 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REVISED 09-16-21 LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS FOUNDATION LOCATION 07-22-13 AND OR DATA OBTAINED FROM OTHERS. AREA: 15,166.87 SQ.FT or 0.35 ACRES ELEVATION DATUM: NAVD88 UNAUTHORIZED AL TERA TION OR ADDIT70N TO THIS SURVEY /S A VIOLA 77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA 77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS7777J770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUC77JRES ARE FOR A SPEC/FIC PURPOSE AND USE 7HEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADDITIONAL S7RUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: JOHN BARRY, y MAP OF: FILED: SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design rJa� P.O. Boz 153 Aquebogue, New York 11931 FILE # 13-90 SCALE: I "=30' DATE: JULY 22, 2013 N.YS. LISC. N0. 050882 PHONE (631)298-1588 FAX (631) 298-1588 S.C.T.M. N0. DISTRICT: 1000 SECTION:59 BLOCK:2 LOT(S):7 I ECEIVEI; #R-21-2106 JUL 2 8 SUFE.CO, i, r OFFICc— SUPFOLK COUNTY DEPARTMEVT OF HEALTH SERVICES APPROVAL OF CON,—UCiED WORKS FOR ASINGLEF- -YRESIDENCE Date AM 10 2M'ri.::. The—go d'vmd arW--SuAWY fad at 86s laratip0 tmva been / wP�d aMlor certl6ed by nh Depaitnent or Ww awdes and 6wnd to /•. basayFORAMv(I(MU F,�BEDROOMS ��i, ECEiI11 Craig Knepper,P.E. of /W01 V SEP 19 2.(22 :r BUILDING Dr f. 10 TGv1 P OF SOUT !("-,U "E P. o MON. DRY WELL a 8'Dft VDEEP TA Cp_ I- 1 O O x:::•::_23.4':::::::•::: 6'COVERED WOOD PORCH Zo?Q;; '::::::-• C=1 pp ••GARAGE•:;•::•:: A 35.1' ..::... �1 X12 ::•:"30;7'::•::�:::::•::•::•::-::�:::�:::•::•::::::::N `4 '~ 34' 18.5 w :::o ON. O 34.5' � I z N .O m ,.r:.r:.:i.:•i:•:�':i':iti•i:':�•i:Ci•: ..:,.,r:.:Cicr::iFi;; w.::::•::•:::•::•::•::•:::2•STY ERM.::•:::;:: Z. w:::::::::::::•::.::•:DWELLING:::-::•::::.::•::::•:::• .., 24.5' w -:•:: 9900:':::•:::::::::.•::: y:0' z 26.5 76' •:i-:•rn o F-i O W :•::o_ W O � U O O .J• :::'i?:i :::'::56.1'..:... i:ii:c?:i^:$:i 0 1250 GAL S.T. n I . . 11.5' ¢_ (2)8'dx6'DEEP x L.P. WINDOW er o WELL WOOD WOOD 3 STOOP STOOP 4.1'x8.3' 4.1'x8.3' Q /' DRY WELL 8'DIAx4'DEEP 63.1 / CI ' �0 GARAGE GF 21.2•;;:•:: W.M. O cy:.:: (DRY) 15.4' i o U.P. WIRE FENCE PIPE MON. S47°49'40"W 102.50' I FINAL SURVEY 07-15-22 THE WATER SUPPLY, WELLS DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FOUNDATION LOCATION 01-24-22 AND OR DATA OBTAINED FROM OTHERS AREA: 15,166.87 SQ.FT or 0.35 ACRES ELEVA77ON DATUM: NAVD88 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPEGF7C PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED T0: JOHN BARRY, MAP OF. FILED: SITUATED AT.-SOUTHOLD TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Lend Surveying and Design .vM li/U� er� P.O. Box 153 Aquebogue, New York 11931 FILE #13-90 SCALE:1"-20' DATE:JULY 22, 2013 N.Y.S. USG N0. 050882 PHONE(831)298-1588 FAX(831) 296-1588 �1 INLAHOM-01 BMARRO UIN ,acoRo� CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 44 � 1 1 0/1 312 021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CANE CT Neefus Stype Agency PHON,NE FAX 711 Union Ave. A/Co,Ent:(631)722-3500 A/C,No):(631)722-3591 Aquebogue,NY 11931 p I)AIE .info@nsainsure.Com INSURERS AFFORDING COVERAGE NAIC# INSURER A:Evanston Insurance CO. INSURED INSURER B: Inland Homes Inc. c/o Robert Hiltz INSURERC: PO BOX 117 INSURER D: Mattituck,NY 11952 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADSDL SUER O MWPOLICY NUMBER POLICY EFF POLICY EXP LIMITS LTRMMfDDfYy A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE FX OCCUR 3FC8825 9/23/2021 9/23/2022 DAMAGE TO RENTED 1QO�000 PRE IS S Ea occurrence) $ MED EXP(Any oneperson) 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑JEQ � LOC PRODUCTS-COMP/OP AGG $ 1,000,000 OTHER: AUTOMOBILE LIABILITY EO acelden SINGLE LIMIT $ ANY AUTO BODILY INJURY Perperson) $ AIURTOSONLY AUUTNOSULEEDp BODILY INJURY Per accident $ AUTOS ONLY AUTOS ONLY PROPERrr ent AMAGE $ UMBRELLA LIAB OCCUR EACH OCCURRENCE EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE E ANFICRRO/M IIETOER EARTNER E ECUTIVE ❑ N/A E.L.EACH ACCIDENT $ (MandatoryIn NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS!VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRTION DATE Town of Southold Building Dept ACCORDANCE WITH THEPOLICY PROVIS ONSCE INCL BE DELIVERED IN 54375 Route-25 Southold,NY 11971 AUTHORIZED REPRESENTATIVE ACORD 25(2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NYSI F New York state Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 I nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 111993316 INLAND HOMES INC BOX 117 MATTITUCK NY 11952 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER INLAND HOMES INC TOWN OF SOUTHOLD BOX 117 SOUNDVIEW AVE MATTITUCK NY 11952 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11061532-6 3963 11/13/2020 TO 11/13/2021 10/13/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1061532-6, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:862608326 U-26.3 Generated by REScheck-Web Software Compliance Certificate Project Barry Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,413 ft2 Glazing Area 10% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor! SOUND VIEW AVE&OAKWOOD Bob Hiltz ROAD Inland Homes Southold, New York 315 Westphalia oad Mattituck, New York 11952 631-298-9696 inlandhomes@optonline.net compliance; Passes using UA trade-off Compliance: 6.1%Better Than Code Maximum UA: 347 Your UA: 326 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Perimeter Ceiling 2: Flat Ceiling or Scissor Truss 272 38.0 0.0 0.030 0.026 8 7 Ceiling: Flat Ceiling or Scissor Truss 630 38.0 0.0 0.030 0.026 19 16 Ceiling 1: Cathedral Ceiling 435 30.0 0.0 0.034 0.026 .15 11 Wall:Wood Frame, 16" o.c. 1,620 19.0 0.0 0.060 0.060 85 85 Door 2: Solid Door(under 50%glazing) 21 0.300 0.320 6 7 Door 3: Solid Door(under 50%glazing) 21 0.300 0.320 6 7 Door: Glass Door(over 50%glazing) 42 0.300 0.320 13 13 SHGC: 0.30 Door 1: Glass Door(over 50%glazing) 42 0.300 0.320 13 13 SHGC: 0.30 Window:Wood Frame SHGC: 0.30 69 0.280 0.320 19 22 Window 1: Wood Frame 15 0.280 0.320 4 5 SHGC: 0.30 Wall 1:Wood Frame, 16" o.c. 1,120 19.0 0.0 0.060 0.060 61 61 Project Title: Barry Residence Report date: 10/13/21 to filename: Page 1 of10 Gross Area Cavity Cont. Prop. Prop. Perimeter Window 2:Wood Frame 110 0.280 0.320 31 35 SHGC:0.30 Floor:All-Wood Joist/Truss 1,383 30.0 0.0 0.033 0.047 46 65 Compliance Statement. The proposed building design d ibed here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The p opo d building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the an tory requirements listed in the REScheck Inspection Checklist. �+,mg s -D���-►•os�-�' o lu 2 Name-Title Si atu Date �F NEW yo DEEl, co 171 2 Project Title: Barry Residence Report date: 10/13/21 Data filename: Page 2 of 10 •• L V AB5V I AT I ONS I TRIM A/C AIR CONDITIONER ACT ATOU5TITAL TILE AD AREA DRAIN t2 ADJ ADJACENT 5 I2 ADJUST ADJUSTABLE .�.� AFF ABOVE FIN15H FLOOR TED r---� PPR VED AS N —' 6" ALUM ALUMINUM DATE: 3 B.P.# ASPHALT SHINGLE5 12 TRIM APT APARTMENT �- ATTEN ATTENUATION Cn m 15 # FELT PAPER 5 f f BIRD BOARD � FEE: DE � �� BLDG BUILDING NOT BUILDING DEPARTMENT AT r✓-/8" GDX PLYWD. SHEATHING O O BR BEDROOM � 765-1802 8 AM TO 4 PM FOR THE ENGINEERED TRUST ® I b" O.G. O lT BPP BUILDING POWER PANEL FOLLOWING INSPECTIONS: GAB CABINET t�f1 .N I. FOUNDATION - TWO REQUIRED '--""'-` CEM CEMENT U ZS" M 41 FOR POURED CONCRETE ® -`— GER CERAMIC EXTERIOR WALL GH GE I L I NG HEIGHT a[ . ROUGH - FRAMING & PLUMBING CLAPBOARD VINYL SIDING GJG �i 3. INSULATION G JOIST 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. "TYVEK" OR EQUAL BUILDING WRAP GT CERAMIC TILE �"'� K - 1/2" PLYWOOD SHEATHING GL CLOSET `�'"�/ ALL CONSTRUCTION SHALL MEET THE R-Iq INSULATION CMU CONCRETE MA50NRY UNIT ILU 2"xb" WOOD STUDS ® I6" O.G. GFM CUBIC FEET PER MINUTE O Cn REQUIREMENTS OF THE CODES OF NEW C/B CIRCUIT BREAKER v YORK STATE. NOT RESPONS113LE FOR I/2" GYP. BD FINISH Z - in DESIGN OR CONSTRUCTION ERRORS. 01-6 CEILING_ _ GO GLEANOUTS J COL COLUMN — — — - ---—_ — ---- — — — — — — — — — — — — — — COMP COMPOSITE Q Q~L m 5 GONG CONCRETE Jrj COMPLY WITH ALL CODES OF CONST DOG CONSTRUCTION DOCUMENTS �U O �� V NEW YORK STATE & TOWN CODES CONT CONTINUOUS %z dJ , DA DROPPED ARCH ---�-°-----°_°--- DH DOUBLE HUNG S REQUIRED AND CONDITIONS OF - 6" � DIA DIAMETER WvZBA TAPERED DIM DIMENSION •• n S0' 9�8 OARD -� COLUMN DN DOWN b O SDTL DETAIL c I3��! "'I��STEES � � � a � a � � � DWG DRAWING ELECT ELECTRICAL a a LSI EDOF-1 =10Ea ELEV ELEVATION '+', EQUAL `-F--1 - - - - - - EX15T EXISTING (t - _ - - - - - - - - EXT EXTERIOR I FRESH AIR FGCODE FRE INLET OCCUPANCY OR . . . M F71 F11 FD FLOOR DRAIN Q 7 FE FIRE EXTINGUISHER CABINET USE !S UNLAWFUL GRADE FHV FIRE H05E VALVE WITHOUT CERTIFICATE FPSC FIREPROOFED 5ELF-GL051NS - _ _ _ _ _ _ _ _ &A GAUGE OF OCCUPANCY O ( �_ — — — T — — — — ___ — — 14" DIA. P. GONG. PIER GL GALVANIZED }' ON 24 x24 xI2 DP &ALV z P. GONG. FOOTING r--FI GROUND FAULT INTERRUPTER 5' MIN. BELOW GRADE HC B HOLLOW ©LL BOARD (� I I I I ON UNDISTURBED SOIL HM HOLLOW METAL O RETAIN STORM WATER RUNQFlr HMG HOUSING MAINTENANCE PURSUANT TO CHAPTER 236 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ HR HOUR ` . _ _ _ _ _ _ - - - -- - - - - - - - - - ---- - - `— HT HEIGHT O OFTNETOWNCODE. - - -- - - - - - - - - - - - - - - - - - - - - - - - HVAC HEATINGVENTILATION4A/C � HW HOT WATER ID IN51DE DIAMETER O I NG INCLUDING IL INSUL INSULATION Ili FRONT F1. F\/AT I Oil INT LTL INTERIOR INTELz MAS MASONRY lU a 1C MATL MATERIAL Q A,!-.'-PL111+�E's�NG k"JASTE SGAL.E, I/4' = I'-o• F WAMATL MATERIAL — }' t TERINES NEED L TMAX MAXIMUM W Q I— �'?'I?����nCFO�E COVERING MECH METAL N I GAL v O UJ lJ MET MFR MANUFACTURER IL lu MIN MINIMUM MO MA50NRY OPENIN& M5 MARBLE SADDLE MTD MOUNTED uKI O PLUMBER CERTIFICATION MTL METAL ON LEAD CONTENT BEFORE N NORTH }' O v CER TIFICATEOFOCCUPANC' NIG NOT IN CONTRA07 NO NUMBER SOLDER USED IN WATER — NT NOT TO ON TENTER LE ' SUPPLY LEAD. LIST OF DRANIN65EXCEED 2/10 OF 1% LEAC?. I OD OUTSIDE DIAMETEiR N } OPEN& OPENING < OFF OPP051TE K PL PROPERTY LINE 1Li PLA5 PLASTER ELECTRICAL PLUMB PLUMBING > PROP PROPERTY z INSPECT13N' REQWRED PANEL Q A - 1 : CO ` E SHEET P51 POUNDS PER SQUARE INCH PT PRE55URE TREATED O PTD PAINTED OT QUARRY TILE TRl00 P,/fAr,:)t!1G ?EtR RISER W'7® � 2GONTU� TION NOTES 6ENEALNOTES REFER REFRI& ERATOR REV15IONS REF REFERENCE BU ILD I & 5PEG IF IC >ATION5 REQ REQUIRED REV REV 15ION All exterior lighting RD ROOF DRAINRM ROOM RO ROUGH OPENING DO NOT PROCEED WITH I'I5t211ed,replaced or RTD RATED FRAMING UND-UNTIL SURVEY, A —5 . FOUNDATION P L A }�I 5 STOVE OF FOUNI�.�,TION LOCATION repaired shall conform I`t to Chapter 172 5TH SCHEDULE I r�,S Cif=��d�;PPROVED. p of the Town Code SD SMOKE DETECTOR SEG SECTION 5F 5OUARE FOOT Blower door A -4 : FLOOR PLAN PLU1� BINOISE SPEC SPECIFFIICATION NEWY cud ductNlOrt� e.� 111 required. 5R0 SINGLE ROOM OCCUPANCY ��� tF�� C.p t of d q STL STEEL �, `� �` o � t' STRFRT STREET FRONT * :"=s� SU5P HT SUSPENDED HEIGHT •" �` w . G i O S DETAILS T TREAD . TG TERRACOTTA THK THICKNESS15 1 1 J THRG FRM THROUGH FRAME TOG TOP OF CURB hnc O . 0 A -6 : ELEVATIONS TYP TYP I GAL UNFIN UNFINISHED VEST VESTIBULE DRAWN BY: J. TURNER VB VANITY BASIN 50ALE: A5 NOTED VCT VINYL COMPOSITE; TILE �, d f 1���� S� A -1 : E L V A T I O N 5 VIF VERIFY IN FIELD C44KV BY: V W/ WITH DATE: 06/25/21 NITHOUT 17 / Nr_. WATER CL05ET 5HEET OBER WD WOOD W/D WASHER /DRYER 1 WIN WINDOW �(/� NO WALL OVEN _. �/" WR WATER RE515TAN7 WWM WELDED WIRE MESH YD YARD DRAIN JOB #: DDG21-001'I CLIMATIC&GEOGRAPHICAL DESIGN CRITERIA-2020 NEW YORK STATE RESIDENTIAL BUILDING CODE TABLE R301.2(1) Table 3.4A Rafter and'or Ceiling Joist to Top Plate Lateral and Table 3.5A Top and Bottom Plate to Stud Lateral Connections GENERAL NOTES SIMPSON STRONG-TIE Exposure B for Wind Loads Exposure B �,tp I WIND DESIGN et�gMpC SUB.JC-GT TO DAMAGE FROM NUNTB2 ICE SHIELD Shear Connection Requirements !Pt'•?,rr:�+ti•:?Alr_-rn7ti•;at4?,,`!0 3�1 -` SPEED TOPo6RAPHIG SPEUALWIND N6NPHORt� `�� Ff+03TLREp,f MENTY- FLOOD h FREEZING STRAP-TIE HOEDOWN AdR ,Fr-�fr;F�-1:e A1Ta1'n.,ti.�to .,"1 3. ; I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE CONSTRUCTION SITE BEFORE L� ('"� �''k �a1ON N Di�rRls zGNE m GATEs�oRY g MEATHB21N6 a D�b TEiMIT>:� REQl1IRJ9D 1NDEJC ro BEGINNING ANY PHYSICAL I^10RK. HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE 90 PSS. Igo M.PJ4 Yl Ia OR LOSS B SEVERE 51-01 TOrl82ATE 11 REWIRED WA sew( 700-yr.Wind Speed TO HEAVY 3017-yr.Wind Speed 110 115 110 130 100 150 160L170 160 195 110 115 120 130 11.0 150 160 170 180 195 3-second gust(mph) e 3-second gust moh PLANS, SPECIFIGATION5 AND ALL OTHER INFORMATION INCLUDING GOVERNING CODES, LAWS, Wall stud FOR Sh 1 POUND PER SQUARE FOOT 0.0474 kPa,1 MILE PER HOUR a 0.44'1 MI5 ° t� Rafter/Ceiling loin Number of 8d Common Nails or 10d Box Nails(Toenailed Spacing Wall"eight ft a.YEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECEWARY TO SATISFY THE SIMAr-iURAL USE 51 MP5ON 1 g s r } Required Number of 16d Com man Nails or 40d Box Nails per Stud to Plate Connection ORDINANCES, ZONING AND F:E6ULATIONS. e •° Spacing lin.) Height Required in Estit Fatter and t'2''" lin.) REQIJI�TS OF THIS CODE.THE r'EATHIERING eoLt1MN SHALL BE FILLED IN WITH THE WEAT'HBRIN6 INDEX,"NEbL161BLE,''MODERATE OR STHD I O ft. q for Ceiling foist to Top Plate Connection 'SENERE"FOR CONCRETE A5 DETERMINED FROM FIGURE R90120).THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM G°34, , HOLD DOWN 2 d 2 ? _ ? 2 2 I �q 2. ALL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE RE51DENTIAL BUILDING CODE, THE b. FROST LINE�°;MAY REWIRE MIDI 6 OR GFOOTIN&S THAN INDICATED IN P16URE R4O9.IN.THE JURISDICTION SHALL FILL 1N THE FROST Po""°" 12 $ � 3 a 3 ' 10 = �,�► 2010 N.Y.S. ENERGY CONSERVATION CONSTRUCTION GORE AND ALL LOCAL CODES RULES LINE DEPTH GOluHmt WITH THE MINIMUM DEPTH OF FOOTING BrioW FINISH GRADE. 1D 2 3 3 3 3 3 lz 2 2 2 2 2 2 2 2 1 2 2 2 F'-'� CODES, r C.THE JURI50I6TiON SHALL FILL IN THIS PART OF THE TABLE TO INDICATE THE NEED FOR PROTECTION DEPENDING ON WHETHER THIE9RE HAS BEEN i6 8 = 2 3 3 3 3 3 3 3 12 14 2 2 2 2 2 2 2 2 3 "t REGULATIONS AND ZONING LAWS. A HISTORY OF LOCAL TERMITE DAMAGE. 10 2 2 2 3 3 3 3 3 3 4 16 2 11 2 2 2 2 2 d.THEE JURISDICTION SHALL FILL IN T141S PART OF THE TABLE WITH THE J41ND SPEED FROM THE BASIC,WIND SPEED MAP[FI6URE R9012(4)Al WIND is 2 2 ' 2 2 3 V J (O EXPOSURE GATE6ORY SHALL BE DETERMINED ON A SITE-SPEGR=IG BASIS IN ACCORDANCE WITH SECTION R90L.Z.1.4. Z4 B 3 3 3 4 5 5 5 5 5 5 2 2 3 3 0) e.THE OUTDOOR DESIGN DRY-BULB TEMPERATURE SHALL BE SELECTED FROM THE COLUMNS OF 47-112 PERCENT VALUES FOR WINTER FROM 10 3 3 ? 4 5 5 S 5 5 6 20 2 2 2 2 2 ^_ 2 3 3 3 m 3. IF, DURING THE COURSE OF GONSTRUGTION, A CONDITION EXISTS WHICH DISA6REE5 OR CONFLICTS APPENDIX D OF THE 2020 NDN YORK STATE RESIDENTIAL PLLJMBIN6 GODS.DEVIATIONS FROM THE APPENDIX D TEMPERATURES SHALL BE 1 Frescrrr:i•:e lim.l:are;tasea on a>sumptiors Table 3.4 e - 2 2 2 2 2 2 2 2 O PERMITTED TO REFLECT LOCAL CLIMATES OR LOCAL WEATHER EXPERIENCE A5 DETERMINES BY THE BUILDING OFFICIAL. Wirer ceiling;oi;r_a•E insta i.1. ara!ie!:o raf-.er;,the sort,of the toenails in the ra':er and ceitir=;eist sha!Equ=}or enc?ed 10 � 2 -' 2 2 2 2 3 WITH WHAT 1S INDICATED ON THESE PLANS AND SPECIFICATIONS,THE CONTRACTOR SHALL STOP f.THE JumSDIGTIoN SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC,DMI&N GATE60RY DETERMINED FROM SECTION R5012.2.1. re,'� - P ^ is WORK AND NOTIFY THE DEGJIGNER/ARGHITEGT. SHOULD THE CONTRACTOR FAIL TO FOLLOW TH15 9 THS JANCZ PRO& SHALL FILL F THIS PART OF THE TABLE WITH(A)THE DATE of THE J1RI5DICTIONS SHOO INTO THE NATIONAL FLOOD '.`•• "dJ•u" the tabtaated number of na?s recti rete,. 12 2 2 2 2 2 2 2 2 3 3 � m m � IHIr�URANGE PROINSUR (CATS UD ADOPTION OF THE FIRST CODE OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS),(B)THE DATES) 3 To a.roid splimng,no nmrc than 2 tow ail shall be irsLaPeC m ea h sca cf a ref.?r crcei!ing;oist when fastened to a 2x4 16 14 2 2 2 2 2 2 3 3 3 PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL A55UME ALL RE5PON51BILITY AND LIABILITY of THE Ft,ovD INSURPdNCE STUDY AND(G)THE PANEL NUMBERS AND DATES OF THE GURRENitY ELECTIVE FIRMS AND PBFMS OR OTHER `' ..� 16 2 2 2 2 2 2 �' •� m FLOOD HAZARD MAP ADOPTED BY THE AUTHORITY HAVING JURISDICTION,AS MENDED. W Mnt , top p ate or 3 toe-ails to a=ch side when fa:te"d:o a-e,6 tap plate. 3 3 3 4 (C X..-'.t_., ate 18 2 2 1 h.IN ACCORDANCE WITH SECTIONS R40S.12,8405.451,84035.5.1,R405bS.L,8405'15.1 AND R403E51,WHERE THERE HASOM A areae ,. - - 3 3 3 4 4 R M i ARISING THERE OF. HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF ICE DAMMfN6,THE JIRISDIG7ioN SHALL FILL IN THIS PART OF THE TABLE WITH rFncn, jt<., ..`.,.;t TeeSHEAR 4 VA-ere for Plate-to-ridge he ghts exceed lt',the, ha I be ad,u ted as fol cw;: 20 _ _ : 2 2 3 3 3 a "YES."OTHERWISE,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH NO.' ' :i •: :•a °0"E , 5 n/ `� - .;% ,� V- tr rot. Wall Height 8' 10• B - - - 2 2 2 3 3 s W 1.THE JJRISDIGTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX(OF-DAYS)FROM FIGURE ....1: resat /� 4. THESE DRAWINGS AND 5PEGIFICATION5 HAVE BEEN PREPARED BY THE DE5I6NER/ARCHITECT AND R405,5W OR FROM THE 100-YEAR(44 PERCENT)VALUE ON THE NATIONAL CLIMATIC,DATA CENTER DATA TABLE"AIR FREEZINb INDEX-USA FROM ' '" Top Plate to Ridge 1U 2 Z ' 2 2 3 3 3 4 ( j O TO THE BEST OF HI5 KNOALEDGE AND BELIEF MEET THE REQUIREMENTS OF THE N.Y.S. ENERGY METHOD SASE 52 DEG.F).' Atljtistrt,entfattor 12 2 W� ` J.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE MEAN ANNUAL TEMPERATURE FROM THE NATIONAL CLIMATIC,DATA CENTER Height lft} 2 7 2 3 3 4 4 4 5 �-"I : fl f 24 14 2 2 2 • CONSERVATION CONSTRUCTION CODE. DATA TABLE'AIR FREEZING INDEX-USA METHOD(BASE 52 DEG F).' 10' 1.00 L.� 16 2 2 2 3 3 3 4 4 5 6 �/•� k.IN ACCORDANCE WITH SECTION 8901.2.I5,WHERE THERE 15 LOCAL HISTORICAL DATA DOCUMENTING STRY-TURAL DAMAGE TO 9UIL.DIN65 DUE 15' 2.is L 25 V) O 6 TO TOP06RAPHIC WIND SPEED-UP EFFECTS,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE NTH YES.-OTHLERMIISE,THE 18 2 2 3 3 4 a 5 5 ,` JURISDICTION SHALL INDICATE'NO"IN THIS PART OF THE TABLE 20' 14n 1.SC 2 2 6 i� 0 z 5. CONTRACTOR 5HALL EXERCISE GOOD JUDGEMENT IN ORDER TO MINIMIZE DAMAGE TO ANY EXI5TIN6 L TN ACCORDANCE WITH FIGURE R5012(4)A,N THiHRE 15 LOCAL HISTORICAL DATA DOGUMtENTIN6 UNUSUAL WIND CONDITIONS,THE 1 Pre;ciiptive its are bated er as=unipt crs in Tate 3 S. 3 4 4 s 6 7 .A JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH YES"AND IDENTIFY ANY SPECIFIC,REQUIREMENTS.OTHERWISE,THE JJRIwivnON W Z r_ 2 Tabulated fro-nirg loads and correction regvTemer:s rho 1 to perminedto be multipled by 0 92 forfrarr ng not located AREAS AND CONDITIONS. EXI5TING WORK DAMAGED A5 A RESULT OF NEW CONSTRUCTION SHALL BE SHALL INDICATE"No IN THIS PART OF THE TABLE. Table 3.1 Nailing Schedule (:� Q Q ( .0 RESTORED TO THEIR ORIGINAL CONDITION, AT NO ADDITIONAL COST TO THE OWNER. M.IN ACCORDANCE WITH SECTION 8501212.1,THE IRIwivnON SHALL INDICATE THE WIND-BORNE DEI 15 WIND ZOHE(5).OTHERWISE,THE 2018 WFCM within'sfes:of comers. JURISDICTION SHALL INDICATE'NO'IN THIS PART OF THE TABLE flambe,of FJ•.ember of a � 9) 6. DO NOT SCALE DRAWIN65, WRITTEN DIMEN51ON5 SUPERSEDE 50ALED DIMENSIONS. (N.T.5.) REFERENCE STANDARD FOR DESIGN OF STRUCTURE ,antDesript"^ ConFRAMInen Nitt Ba"Neil: Heil Spacing ROOF FRAMING Table 3.6 Ridge Connection Requirements for Wind Exposure raox 1h � cGesiL�•,tl»r,rt,rtinns' Ff+nfAssent�•h. DL=1�Jp5`I � Q 0 Rafter toTop Plate tTornaled) ::eeT::e3Aa� ixeTsb•e1441 Perra'ter U 1) AMERICAN FOREST AND PAPER A550CIATION(AF 4 PA) 20155' EDITION Ceiling Joist to Top Plate fTo"aRedl ::eeTab aSAA', (zee T:_.e3.441 pejo: WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS. Ceiling 16.1 to Parallel Rafter caceaailedl :see Tat e 3 9a! l:eeT;:e 3 9AI e;c- ap 700-y,.Wind Speed ,^ 3-Se Ond gust Irttph) 110 115 120 137 140 150 160 170 1" 195 ct W � M �1. DE516NER/ARGHITEGT HAS NOT BEEN RETAINED FOR ON SITE INSPECTION OR OBSERVATION 0 etitinglTi t lap:aw-Per tion (Tate-railrl) (tee T:,t 3 9 r:ee Y:,e 3 9A, tic` sp `v GONSTRUGTION. R301.4 DEAD LOAD. THE ACTUAL WEIGHTS OF MATERIALS AND Collar Tieto Re'ter(Tece-n>„ledl (zee T;b•e 3 6. kee 7sb'e 3 6' pe•t"t Roof Span DESIGN LOADS: CONSTRUCTION SHALL BE USED FOR DETERMINING DEAD LOAD elocaingtoRefterrToe-nededl 2-Sc :-I01 e,cile,f RoofP:tch RequiredCapacityofRidgeConnectionlptfjt.''1" WITH CONSIDERATION FOR THE DEAD LOAD OF FIXED SERVICE Ron 5owdtoRaf:e,i5"d-ne.ledj 2-:6c 3-13d esctie^d rR} `. 8. DRAWINGS AND SPECIFICATIONS A5 INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY FLOOR MIPMENT• Endwatl wALLFRAlAWG 1- '7 91 103 ALE 169 203 -43 253 327 337 tO 83015 LIVE LOAD. THE MINIMUM UNIFORMLY DISTRIBUTED LIVE • • • Top Plate to Top Plate IFace•naded! 2-16c 2-151. at•bo: 16 :03 L1 131 lit 2Z6 274 323 379 .73E 529 A OF THE DE5IGNER/ARGHITEGT WHETHER THE PROJECT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. LIVE LOAD 4016. . • IooPlate-R.Intertectior3 tract-netle3( A-!s1. 5.161. ia:n:•e::,ice 20 122 152 176 227 2Q2 332 445 473 545 661 LOAD SHALL BE AS PROVIDED IN TABLE 83015. • Corner stud THEY ARE NOT TO BE USED ON ANY OTHER FROJECTS OR 51TE5 OR EXTENSIONS AND EXPAN51ON5 TO DEAD LOAD IO Ib. . • StudtoStud tFece-neded) 2.16E 2-1 E'- Z4•oc 3:12 24 154 152 211 272 339 410 4,�,' 555 653 '793 TABLE POOLS, • Header to Header(Tece-neiledl Ise 15c 16•0C.ao'Eed_t: 2E 120 212 246 ain 395 479 565 Ei:-s 763 925 THI5 PROJECT EXCEPT BY INRITTEN AGREEMENT ALONG WITH APPROPRIATE COMPENSATION TO THI5 TOTAL LOAD v 50 Ib. MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Holddown • : connected to ToFa.bottom Plate toSi-id(End-nailed) ;seeTat a35A': etTa:le3541 Perx...c 32 206 243 221 563 452 547 6.19 757 37' IC57 (.4....1 1 .l ARCHITECT. ROOF (IN POUNDS PER SQUARE FOOT) • transfer shear -' 2- 3i5 :31 273 319 4.29 55^ 616 734 :3: 9::2 1194 T • • 9attomPletetaFloarjoizt,Eandjoiat,Endioi:t 2-:Sc-- 15c pe. __ GROUND SNOW LOAD 48 Ib. USE LIVE • • • 2-16d Common or blocking trace-neiledi 12 65 E2 1:3 139 16^ 199 231 Zee 321 ct 16 $7 10: 119 135 It 22- 265 3CZ 353 42S u n DEAD LOAD 10 lb. LOAD • e,7 FLOOR FRAMING G 20 109 121 1.3' Iii 232 2;o 331 353 413 536 a. WHERE J015T HANGERS OR STEEL FRAME CARRIERS ARE USED AND WHERE TECO TYPE CONNECTORS WIND LOAD 10 Ib. Waits at 6 o.e. )0i:tta5•II,TopPleteTrGvder tToene:ledl a.�C 4-1Ga PC,0:11 4-4 OR GUSSETS ARE GALLED FOR ON THESE DRAWINGS, ONLY FASTENERS RECOMMENDED BY THE UNINHABITABLE ATTICS WITHOUT STORAGE b 10 t!•idg!ngtoJc+ct(Toe-nailed 2-Ec 2-IOd e;cne•d 4.12 24 131 153 1-6 _2E 279 336 39' 453 532 643 UNINHABITABLE ATTICS WITH LIMITED STORAGE big 20 ® • elocrdn to Joi:t Roe-nailed) 2-Sc 2-1C,: each e,d 28 153 SEISMIC a g 174 206 «E3 325 39- sfi4 5.30 625 'S0 MANUFACTURER ARE TO BI=: USED. HABITABLE ATTICS $ ATTIG5 SERVED WITH FIXED STAIRS 50 Blarki to SR or Te P'e:ek7ce-nailed'• 3.15x: 4-IEd e::-bloc• - , CATEGORY "C"(EXEMPT rS P 32 ::» 203 235 5^: 3T_ tt^ 530 617 74 C57 (:) BASED ON RESIDENTIAL BALCONIES(EXTI:'RIOR)AND DECKS• 40 Joists ledge to BeaBeamifrvet61ed1 3-16c 4-]E: ee..;o*:t 36 195 230 m-2 5:e, 41i 5os 595 594 9E» FIRE ESCAPES 40 Joist an Ledgerta Bnn('roe•naikd! 3-mac 3.1Gd pejo: 7�+ 10. PROVIDE A STORM DRAINAGE SYSTEM FOR ALL ROOFS AND PAVED AREAS. GORE of "NEA YORK STATE" GUARDRAILS AND HANDRAILS d Zoo h Banda tta,a;�(Endnailed; itis 4•lE� 12 51 6: 69 az 109 lit 15: 1:2 2�� 253 SECTION 830122 (SEISMIC GUARDRAILS INFILL COMPONENTS f 50 h Ear.1.,o:cetoSiRorTapPiettlTaenaleil 2•lE ' 3.1Ed pt•hr. 16 67 E3 5_ 1:C :46 s'6 207 232 2'3 537 PROVISION5) PA55ENGER VEHICLES GARAGES a 50 el RCOFSHIall-1'•NG 20 35 ]00 113 147 2:o 260 303 342 4:1 I I. THI5 DE5IGNER/ARGHITEGT SHALL NOT $E RESPONSIBLE FOR CONSTRUCTION MEANS ROOMS OTHER THAN SLEEPING ROOMS 40 1Rcc45tructv.,c1 Pans, " lo: 1:40 Tap c 3 10 5:12 Z4 142 119 139 177 Z19 265 312 36:7 41g 546 SLEEPING ROOMS 50 Diagonaf Saeid Sheathing 28 119 139 151 z, 255 302 364 424 4GL 5?D METHODS, TECHNIQUES, 5EQUENCE5 AND PROCEDURES EMPLOYED BY CONTRACTORS IN THE STAIRS 40 G 1"x5-or1-sl' Z-Cc 2.1% zel: n"^ 32 136 159 133 23€ 23Z 352 AIB 453 557 Ela z PERFORMANCE OF THEIR WORK, AND SHALL NOT BE RE5PON515LE FOR THE FAILURE OF ANY WINDOW NOTES. 1"x10`ar wider 3-Ed 3-!Gd ,er:-goat 3fi 153 1'9 2f7 265 322 39fi 463 SAS E2' 750 A. ELEVATED GARAGE MOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD APPLIED OVER A CEI:Iy,SHEATHING 20-SWARE-INCH AREA. lz 43 55 E3 El 99 119 ill 154 1.8 ?27 CONTRACTOR TO CARRY OUT WORK IN ACCORDANCE WITH HI5 CONTRACT WITH THE OWNER. B. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HE16K M-TNEEN JOISTS AND RAFTERS a NOT G� P-,Uri ltahaoerci 5:COOTC.: Seco r: 7 ::o =e.: 16 53 74 65 1i-: 133 154 10L 212 25_1 ??2 I I - AND IN ACCORDANCE WITH THESE PLANS AND SPEGIFIGATIONS. MORE THAN 42 INCHES,OR"teRE THERE ARE NOT TWO OR MORE ADJACENT TRUSSM WITH WEB CONIO1 uRATION5 w's.154EATH HG 20 79 92 1015 135 166 199 233 273 3:3 378 -J CAPABLE OF ACCOMMODATING AN A55UMED RECTANGLE 42 INCHES IN HF-16W BY 24 INGFES IN WIDTH OR 6REATM 1. ALL WINDOWS 51ZES ON PLANS WERE TAKEN FROM wand Stn ctvrai Panel c for ;:tt Taa e 3 11. 1313 WITHIN THE PLANE of THE TRLWM.THIS LIVE LOAD NEED NOT BE ASSUMED TO AOT GOMIGlJ�TLY WITH ANY OTHER LIVE 6:12 24 95 111 1:7 152 199 239 292 327 37E 453 LOAD REWRc-�NTs. "ANDERSEN" WINDOW CATALOG UNLESS OTHERWISE Structural Fitx•h0ard Panels 28 11] 129 13a IEC 232 2"9 3:9 352 11-1 529 f- G. INDIVIDUAL STAIR TREAD"'SHALL BE DESI614W FOR THE UNIPORM4-Y DISTRIBUTED LIVE LOAD OR A 900-POUND 1 j2' 1!...A gli". roe-g.; 3'ices i€''e i 32 127 1»5 159 215 ZE5 319 3'S 43F 3?i Eti5 � NOTED. SHALL BE 400 SERIES DOUBLE HUN( 5,LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES,WHICHEVER PRODUCES THE 6REAT7=R STRESSES. r U.124•.1-1.,2'are,.',:'15-�ndi - D. A SINGLE CONCENTRA.7ED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. "HIGH-PERFORMANCE" LOW-E4 SUN WINDOW" WITH 36 :a3 166 19f Z42 29£ 35^ 1:3 431 SEA E:0 O GONSTRUGTI ON NG TE5 E. SEE SECTION 8507•I FOR DEUC5 ATTACHED TO EXTERIOR WALLS. 25032- 11 eal1 rook.. - 3•ec;e?E'''e c 12 49 55 E- 76 94 112 132 135 175 211 I F. GUARD IN-FJLL COMIPOWNTS(ALL THOSE EXCEPT THE HAMMA10,BAL3J5TERS MID PANEL FILLERS SHALL BE DESI6NED TO U-VALUE OF 0.28, AND SOLAR HEAT GAIN ;0120-,1-3'-'-b^e x 3V he;c;� 16 65 73 82 14'_ 12E 1-9 176 203 233 2L1 O WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT.THI5 LOAD n' NEED NOT BE ASSUMED To ACT�Y NTH ANY OTHER LIVE LOAD REMIRE�I'r. COEFFICIENT (51460) TO BE LESS THAN .50 GMun Walltoard Sc cooler: Sd coo e•: 7"edge 110 f:e'd 20 31 92 103 127 1=6 it, :20 25.1 22: 351 V 6. UNINHABITABLE ATTICS WITH LIMITED STORAGE ARE THOSE WHERE THE CLEAR HEIGHT 5MViMN JOISTS AND RAFTERS IS Hardboard Sc Ea :•:ee Table 3 11• 7:12.12:12 24 92 110 123 153 IS7 22t 263 305 35-4 421 O 17- 1. - 1. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS APPROVED. NOT GREATER THAN 42 INGH�,oR rFERE THERE ARE Two OR MORE ADJACENT Ti4U55d:5 INITFI WEB GONFI6URATIONs Parecreho.rd Peer: i d £d I:eT rar.h-u ars 2B 114 1:9 144 1n. 2•w 261 307 CAPABLE OF A 4,0MMODATIN6 AN ASSUMED RECTANGLE 42 INCHES IN HEI6HT BY 24 INCHES IN MOTH,OR 6REATEti 356 4 C 433 � .� WITHIN THE PLANE of THE 11W.55!~5 2. WINDOW DESIGN PRESSURE RATING Oieaonei Bard sheathing 3: 134 107 1c3 a.-k4 250 299 351 407 455 562 %3 1 THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS WINDOWS WITHIN 4'-O" OF CORNERS SHALL MEET OR 1.56"or 1-s6• 2-:e 2-101. ver::roast 36 1»? 165 153 7-23 2i1 336 395 455 5:5 a=a '11-`1 3 -:2. CONCRETE FOOTINGS ARE TO REST ON FIRM' VIRGIN SOIL. FOOTINC75 ARE DE516NED A55UMIN6 BOTTOM ATTIC,THE 104111-01M ALL OF THE� In N OPENNO NOT LIESS,THAN 20 S IN WIDTH BY 5o INCH IN LENGTH EXCEED DESIGN PRESSURE RATING OF 30 Ib/S.F. 1'I°'or wider -3-1:,,- 3•10d ler:�:'°• 1 -aha sled colnEr ia,reCui'emems sha''be parr-iced:o ee mv't+pled b;070 for fram•ng not ioca:ed n•thm w fee'O°tuiidl,.=co•ner:. V IL FLDQP.S `_,:TH riG Tabu'ated connectio,requi•emen'*are based on tot3!u +':minus the rocf assemb4f dead load off f.C.6 x to z 6 z THAT IS LOCATED WHERE THE CLEAR HEI6Hir IN THE ATTIC,IS NOT LEES THAN 90 INCHES. ALL OTHER WINDOWS SHALL MEET OR EXCEED p" r F- P P-`i. 1�.1 v A MINIMUM OF (2) TON PER 50. FT. SOIL BEAIRIN6 CAPACITY, SUBJECT TO TESTS, INSPECTION 2 THE 9L.OPM of THE JOI5T5 OR TRUSS BOTTOM CHORDS ARE NOT 158E ATLSR THAN 2 INr.FES VERTICAL TO 12 UNITS wood StrLctural DaneL• E 5 7abu`ated>onneciion re ui entan:;are based on a 1:inch rdgt ccnn?cions sang.for d f!ere,t nv_?coir:?coons sun Multiply (� AND VERIFICATION. HORIZONTAL- DESIGN PRESSURE RATINS OF 25 Ib/S.F. 1*or lest t loc Vedge,1_-+e'r q p l- spacing. pl. 1 1 S.REQUIRED INSULATION DEPTH 15 LESS THAN THE JOIST OR TRUSS BOTTOM CHORD MEMBER DEPTH. greeter then V 10d l6c 6"edge 11z'rT;c iMe tatulated values-'3e,the aOp•opna•e r-u'tizler below Lu THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOT(OM CHr7RD5 SHALL BE OM16NE3D FOR A UNIFORMLY Diagonal Bard Sheathing DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS FM SQUARE FOOT. 1"s6^cr l"ice, 2-Cd 2-IU Mr 3-200"t Ridge Connection Spacing(in.) 12 16 1.9.7 24 49 N 3. CONCRETE 15 TO BE 3800 LB5. PER 50. INCH COMPRESSIVE 5TRENGTH AT 28 DAYS. ALL H. 6LAZING USED IN HANDRAIL ASSEMBLIES AND 6UAFWS SHALL BE DE3SIdi NTH A SAFETY FACTOR OF 4.THE SAFETY 11.10•p,wider _x.i, 3-Ire xr:„0011• I'll'flier 5.00 1 33 1.e0 2.00 ,OC lu N VN XQ kn FACTOR SHALL BE APPLIED TO EACH OF THIS GONGBNTRATED LOADS APPLIED TO THE TOP OF THE RAIL,AND TO THE t for Jacy rafte-u^lt':co,•n?ctrcns,use a rocf span equa-to Vmcel theta:H ra':er ienet•t The,ace,to",;r itngrtti include:ttie-over*iaaa Ix W < tu WORK TO BE IN AGGORDANCE WITH A.G.I. STANDARDS. LOAD ON THE IN-FIu. .THESE LOADS SHALL Be DETER• NE12 INDEeENDEN,T OF ONE ANOTHER)AND LOADS I.:I.r;recj rare-t:a-a;:e.nr,w i:-a:-r,•,F�a,ec E ,c5e-.0•-certe•::t�-e,a"t e2•-e.Ate•nat:•.•e na:i,� :teeth+e;t•la I - O �,er:'' educe=Fo-e-;,. + t �...6;:. fi len;ha,dthe•a k3 an ,t X Ok ARE ASSUMED NOT TO OCCUR NTH ANY OTHER LIVE LOAD. SHEAR WALL SEGMENT DETAIL rx w:et w,e a r.: t'.e:t rF:r p e we,!: e: a Td 3 t x^t;o,ttrte-::::e pati edge to p- � iJ: Y` ab!:fr e-:'^es•esa:ci:-e: ^aiG11e•ec,�•erT-t:for:tr.ct_,a,erbe-::'�sii be dove ec,o•a:erre:o--eKa^sail he M O N.T.S. PER WFGM SEG.5.4.42 Luc to r,%-2,:he to"pate,. !j-1 4. STRUCTURAL STEEL TO BE A-36 FABRICATED AND ERECTED ACCORDING TO THE A.1.5.G. CODE. v-eros --'zatt•=rei:ca,::nLoi:O: co�recxdrerrae:.t`atabu!::--cr,,.era ra .a tiepermitted:obe-ed,cadto Table 3.10 Roof Sheathing Attachment Requirements ~ Q GENERAL NOTES: MINIMUM SHEAR WALL SEGMENT 1-Ifer; zer'oot g Exposure E M z P v SIZE ASPECT RATIOt H/L<5 1/2" Loads � _ 0 A ,, 5. STRUCTURAL LUMBER TO BE MINIMUM 1100 P.5.1. IN BENDING UNDER NORMAL LOADING, HEM-FIR 1. ALL MATERIALS, ASSEMBLES, GON5TRUGTION AND EQUIPMENT SHALL CONFORM TO THE 2020 NEW �L-_ f * 10 c YORK STATE RESIDENTIAL BUILDING RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLIN65. WALL HT M) SEGMENT�IIDTH(W) Table 3,9A Rafter;Ceiling Joist Hee!Joint Connection Requirements K f1 OF DOUGLAS FIR TO BE USED. trr�striptr.er.►Tern,�ri•:IIro-��I-3cti 7°o-yr.u.•ild5peed3-secandgtrstlmph) Ila 11S 1Z0 L39 140 150 160 n0 Iso 195 N O ;; V 4 2. WORKMANSHIP SHALL CONFIRM TO GENERALLY ACCEPTED 6000 PRACTICE IN THE be,-1" 2'-4" - W 6. DOUBLE JOISTS UNDER PARTITIONS THAT RUN PARALLEL TO SAME DOUBLE J015T AND RAFTERS APPLICABLE TRADES- a'l-I 2'-a" RoofltveLoad GroundSnowload STRUCTURAL F ISHEATFI E �n, < �� 10'-I' S'-0" 20 psf :::[_ 30 psf 50 psf 70 psf E F E F E F E F E F E F E f I E F E F E f iJ� O O S. ALL DIMEN51ONS SHALL BE CHECKED IN FIELD BY CONTRACTOR PRIOR TO ORDERING Ra`e•lrruss -�r AROUND ALL OPENINGS. MATERIALS OR COMMENCING CONSTRUCTION FIELD VERIFIED DIMENSIONS SHALL TAKE Roof Span(fill , Framing Ra'[er/Truss O ,0 7- 12 2s 35 12 2s 36 12 1.4 36 12 24 36 shaathinglocaticn � PRECEDENCE OVER SCALING,NOTIFY ARCHITECT OF CONFLICTS. specific spacing Cori.) Maiimurn Nai'Spacial for 81.Common FJal1 Or 101.Box flails(inches,G.c.( -1. ALL HEADERS ARE TO BE (2) 2X8'5 UNLESS OTHERWI5E INDICATED. HEADERS TO REST ON 4. ALL CONCRETE SHALL BE MINIMUM FG= 5,000 PSI STRENGTH AT 26 DAY TEST. USE "SIMPSON" Rafter Slope Rafter Required Number of 16d Commoin or 40d Box Nails per Heel Joint Connections't''`" Gravity, t I 11,E x HOU4 HOLD DOWN Spacing(in.l 12 6 12 e 12 6 1.1 a 1: 6 12 a 1: 6 1: 15 12 6 12 6 12 ` , DOUBLE STUD POSTS, EACH BEARING SIDE. PROVIDE 50LID VERTICAL SUPPORTS UNDER ALL (NOTE ALL EXTERIOR CONCRETE STEPS AND 6ARA6E SLA85 SHALL BE MINIMUM Fro= 5,5'00 PSI w/ 55TBI6 ANCHOR BOLT 12 3 5 E 3 6 9 5 5 13 6 1 17 O,s9 L6 a 12 6 1- E 12 6 I: 6 12 6 1: 6 11 16 12 6 12 E 12 �i��Y//- 19.2 E 's2 e L' 6 12 E 12 6 12 E 12 6 12 Iia 12 6 1_ , 12 BEAMS. STRENGTH AT 28 DAY TESTS 16 4 7 io 4 8 1- 6 12 17 E is 23 K Z 3:12 24 E 12 6 L: 6 12 6 12 6 12 6 12 6 12 16 12 6 L: E 1Z 5. ALL FOOTINGS SHALL BEAR ON UNDI5TURBED SOIL HAVING A MINIMUM BEARING CAPACITY 19.2 4 E LZ 5 1� Ls L4 21 9 is 27 In:e�orzane 8. FLOOR FRAMING TO BE REINFORCED WITH 5/4x3 WOOD CROSS BRIDGING AT MIDSPAN AND OF 5,000 L.B. PER S.F. z, S 10 is E 12 Is 17 26 1 Z 3a 12 5 :2 E 1Z 5 12 E L2 E 12 6 1- 6 12 16 3- 6 12 E. 12 - I2 3 4 6 3 5 i 3 , 1J 5 9 13 0,4: 16 E L' E 12 5 12 E 1- E 12 E 1: 6 12 i6 12 6 12 E ]2 H19.2 6 12 6 12 E 12 E 11 6 1: 6 12 6 12 if :2 6 12 6 b. ALL PLUMBING SHALL BE IN ACCORDANCE WITH 2020 NEW YORK STATE RESIDENTIAL BUIL.DIN6 2 > 4.12 56 3 5 E 3 6 9 5 9 13 6 It 17 24 5 12 E 12 5 12 6 SZ 6 12 E IZ 6 1: �6 12 e E E F MAXIMUM SPAGIN6 OF 8'-O" O.G. GORE. AND LOCAL GORES. 19.2 3 6 9 4 7 11 E 11 L6 7 lA 21 12 B 12 6 1- 6 12 6 12 6 1_ 6 L 6 L2 i€ 6 6 e 6 6 () -1. ELECTRICAL SHALL BE IN ACCORDANCE WITH NE-5. AND CERTIFIED BY N.Y.S. BOARD OF FIRE V. 4 E 11 5 9 13 7 13 19 9 17 26 0.49 16 5 1: E 12 E S: E 1- E 12 5 6 6 6 le 6 6 6 6 5 ,Z' a. TIES;UNLE55 5HOWN OTHEFM15E, AUXILIARY RAFTER TIES SHALL BE 2x4'5 ® 16" O.G. TIED BACK uND R1TERs' 1/2" GDX PLYWOOD SHEATHING ® 12 3 3 5 3 a 6 3 E 8 4 7 1` 19.2 a 12 £ 12 E 12 6 12 e 6 6 e 6 6 le a 6 E a a TO A MINIMUM Of (3) CEILING BEAMS WHEN SUCH BEAMS AND RAFTERS ARE PERPENDICULAR TO 8• ALL LUMBER `-HALL BE DOUGLAS/FIR No. 2 OR BETTER, MIN. Fb=8`15 P.S.I. UNLESS OTHERWISE is 3 4 6 3 5 7 4 7 11 5 . lA Deine[?,EdgeZOn? z2 6 12 E 32 e 6 E E 6 6 6 E 6 6 s 4 A t 4 a p EXTERIOR w/81. NAILS � 6" 0C,. 5:12 19.2 3 5 3 6 9 5 9 1: 6 u 17 12 c 12 6 1: c 12 6 1: 6 6 6 E 6 6 16 E 6 E E 6 � NOTED. , 16 6 1: 6 1Z 6 12 E e 6 6 6 6 6 6 E 6 A 4 4 4 EDGE5 4 12" O.C. IN THE FIELD. 24 3 6 9 4 7 11 E Ii 16 7 14 21 °� 19.2 5 :2 E 6 5 6 E f 5 fi 6 E s A 4 t t 4 3 3 EACH OTHER. 41. ALL STRUCTURAL HEADERS TO BE (2) 21X6" UNLESS OTHERWISE NOTED. 12 3 3 4 3 3 4 3 4 E 3 5 E 24 5 6 E 5 E 6 E 5 4 4 4 4 5 'i 4 4 3 10. ALL FRAMING SHALL BE DOUBLED UNDER PARTITIONS, POSTS AND AROUND ALL OPENINGS. I/2" GYP BD. INTERIOR W/ Sd 7:12 16 3 3 5 3 4 5 3 S E 4 10 GableEndwa!IRakeor O.s9 5 E 5 E 6 E 6 E s= 4 J 10. ALL WINDOW5 TO HAVE 5TRUGTURAL SUPPORT MULLIONS UNLE55 OTHERWISE NOTED. (SEE NOTES n. ALL HVAC EQUIPMENT SHALL MEET REQUIREMENTS OF THE 2020 NEW YORK STATE ENERGY COOLER NAILS® 'i" O.G. ® EDGE 4 ® 192 3 4 s 3 4 6 3 6 9 4 8 12 Rake Truss with up to l' REVISIONS CONSERVATION CODE REQUIREMENTS. 10" O.G. IN THE FIELD. 24 3 5 7 3 S E 4 E li 5 10 15 Rake Overhang 0.42 e E e e 6 4 -L 4 3 3 BELOW FOR TYPE AND MANUFACTURER). 12 3 3 3 3 3 3 3 3 5 3 4 fi 12. HABITABLE SPACE MUST MEET E6RE55 REQUIREMENT'S PER 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE SECTION 8510.2.1 MIN. 5 S.F. OPENING ON FIRST FLOOR WITH 20" MIN. WIDTH 9:12 16 3 3 4 3 3 s 3 4 6 3 5 £ BOARD SHEATHING 11. ALL WOOD OR STEEL POSTS ARE TO BE PROPERLY BRACED AND ANCHORED. 19.2 3 3 4 3 4 5 3 S 7 3 6 9 Ra`.ter,rr use AND 24" MIN. HEIGHT,5.7 S.F. ON THE 2nd FLOOR, AND HAVE A SILL HEIGHT NOT MORE THAN 24 3 4 5 3 4 6 3 F 9 4 E 12 Sheathing 5!10 span tv�nitrtrm FJumber of Bd Comma,Wails Per Support 44 INCHES ABOVE FINISHED FLOOR. J1, ng(in.) 12. ALL FLOOR JOISTS SUPPORTING BATHROOMS AND KITCHEN AND LAUNDRY EQUIPMENT TO BE 13. WINDOWS AND DOORS SHALL BE WEATHER STRIPPED AND CAULKED. ­11 11 12 3 3 3 3 3 3 3 4 3 3 5 1x5oru35ieathing L-19,2 Z Z 2 2 Z 2 2 2 Z 2 17:12 16 3 3 3 3 3 3 3 3 5 3 4 6 1x19 or larger Sheathing 12-19.2 3 3 9 3 ; 3 3 3 3 SPACED AT 12" O.G. MINIMUM. 14. USE SAFETY 6LASS ON ALL WINDOWS IN TUB OR SHOWER ENCLOSURES WITH SILL HEIGHT LE55 19.2 3 3 3 3 3 4 3 4 6 3 5 7 E Nail 1.^acnz a:pan?'edkellin; THAN 60 ABOVE FINISH FLOOR AS PER 2020 NEW YORK STATE RESIDENTIAL BUILDING GORE 2a 3 4 3 3 5 3 5 7 3 6 s 1 Mee oin:mrnE^t On;a e not r= i E I wh?^the n1.?=s.0 crec b' a Ioadb?ar•n wa{,Feao?r or ridpE beam oec=n,cJ m ` ►+aJ r,3dn�a:m:errtd.ate suppc is n the paiE'fEld;n 1 SECTION 8-308 d R-508.45. J a= - F r g resist the appesd leads. 13. ALL WINDOWS AND GLA55 DOORS TO HAVE INSULATED GLA55 Of MAX. .55 U. VALUE. 15. GLAZING SHALL CONFORM TO 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE SECTION R-508. 2 t':hen,ntemiediste suoporto"ne ra`ter is prorid?d bl'�rt)cml,t•t.t:or pur!n:to a lc=dt.e,ari-ig v.=ii,tl-=tatJ!ated hee';oin* 1 f rc{f,h a-F'in'Krhin a flet of th`pEri-t edg=o`th?ro•:i,inc!udi^g:fe?:an each side O`thR roc'p=3v,tee 4'a r per^-er dge :cne a tachment•equi-eme,t;shall be u:ed cornec:on requ lrements shal be permitted to be reduced prop+rtionai Y to*e reeuctior in spar. 2 For wmd sce?d greater Tian 130 rrph,btocl•mg is reeulred which trans`ers shear+cad m two adctio^a! oir.113 jo:. s total! 3 Egwvie!ent connections are reclutree for ovIrg foist:o cef�nr joist.!ap sp ice; 14. HEATING SYSTEM SHALL BE CAPABLE OF MAINTAINING A 10 DEG. F INTERIOR TEMPS DECK DETAILS (NOTE USE TRIPLE ZING CONNECTORS) USE 'SIMP50N° 3 'abu=:=dheal,nirtccnr:::t,one,:quirementsdGrG:incu�tatheaid t,analwE;t-tG<ti•ece;ir;ga::en,r.!y. WHEN 0 DEG. F OUT5IDE WITH A 15 M.P.H. WIND. HDU4 HOLD DOWN 5 7a'bu at?d heel Jomtcenre:tien rauirerr•:nts a;sum?c?i ing c'1t.or rafter tie_-are'Oce:ed at tie bottom of the attic space. Table 3.11 Wall Sheathing and Cladding Attachment I� Rp,L ]F w/ 50' TREADED ROD x g; space.no ari,storreee i;=est.med.enc m=t=biltatee regi joint Requirements for Wind Loads Exposure 111 0 NEW 1 t;tten cei re, oasts or rafter tie:are sot:ate_d highE-m tfle attic 15. ENTRANCE DOORS ARE REQUIRED TO HAVE A CERTIFIED U. VALUE OF .40 OR BETTER. ATE RAILING corne•=cnrequ'remen:sir=lireincr?a;ectvt!efoiic•wingfa-Ors- �V, y,( F��,� off, ° TYP. CONNECTION FOR TWO Ceiling Height/Top O _r Heel Joint Connection 700-y-.W`nd Speed 3-second gust ym--h! 110 lis 1=4 130 1=J 150 160 170 LEO 195 �+y 0l•. 16. A 51N6LE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED ON THE CEILING . • °• • • Plate-to-RoofRedge .r tk STORY APPLICATIONS / Adjustment Factors 7?,- '�'. Height(14,)14,,) �, `•- STRUCTURAL SHEATHING ADJACENT TO THE SLEEPING SPACES IN ACCORDANCE WITH THE N.Y.S. GORE ?1'1.5 •O' °• Fos - -!- T Twp\ i/2 2.01 m J1J E F E F E F E F E F E F E F E', F E F E F 2 Z 0 '`f/ �� if3 1=J t Studspacng �1 :, rd - ; V L�f • ROOF SHEATHING NOTE: L- 1/4 1.33 sheath'ngLocariM •nches,o.C. Maximunkal5pacinbfr6dtcrrrna7Nai'sorl0i@axEJai'sBnches.o.c.►'t �'O ��? �V 17. ANY FIREPLACES TO HAVE: FRESH AIR INTAKE AND TEMPERED GLA55 DOORS PER N.Y.S. GORE. 2-itllllu Sim son 5tron -T7e �SS�p 1/5 1.251- 6 12 6 L' 6 L' E 1- 6 12 ARQ C1P�' DECOVER P 9 (GAN 115E lod BOX NAILS AS INTERIOR ZONE Ib ON-CENTER RAFTI:iQ/TRUSS 5PAGING I 1/6 1.20 MterorZo'te 16 6 +y. 6 L' 6 12 6 12 6 L• 6 12 is lz 61 L' E 11 6 1Z : DRT5 ALTERNATIve) _ �.q AXMW NAIL SPACING-PANS.EDGE-ad COMMON°be owceN'TER 1(10 1.11 12 E 6. TOWN-CITY OR VILLAGE ZONING LAWS 'Yid' f 24 5 E ]2 E 1< E ]2 E L• E SZ 6 E E 6 E fef See•: Note:Latera!defec:•on o'the raeter below the rafterties may exceed 3 A rid•when rag-rties are-located abov.one-third of , , Simpson Strong-Ile NAIL SPAGIN6-INTERMEDIATE SUPPORT-81.COMMON 112'ON-GB�'rB2 12 E K E 12 E 1<' 6 12 E L E S'_ E S2 6� 1_ E 12 6 LL01kyr .��p'r�p Simpson Strong-Tle PG PERIMETER EDGE ZONE-Ib'ON-GEH1fR RAFTER/TRUS4 SPAGIN6 the for p at=_-:•o-Tec+ridge h fight,H.,•or whir H-is great-r than:Stet and ma,require additional crnsidera ion Piarirn:ter Edge Zone ib 6 " 6 1: 6 1: 6 L 6 1: £ L' 6 1: fii S2 6 12 6 6 U' ' �' 'Vry�R 18. ANY VARIANCE OR SPECIAL EXCEPTION REQUIRED FOR THE CONSTRUCTION ACCORDING TO ABU44 24 E .: 6 1. E 12 6 12 6 12 $ :Z 6 E 6 6 6 E 6 6 A� � NAIL SPAGIN6-PANEL EDGE-81.GOMH'ION°b'ON••GENTER �J^tLL.: AS 1 WTED NAIL SPAGIN6-INTE�IATE SUPPORT-Sod COMMON•b'ON-CENTER TH 1 S PROJECT COMPLIES WITH THE BOARD SHF?ATHCSG of LAP SIDING � �_ THESE PLANS 15 THE SOLE RESPONSIBILITY OF THE OW R. Simpson Strong-ile DBTI 2020 NEW YORK STATE BUILDING CODE sheathi,esile Raf:eriTru-5span,� M. WHERE MECHANICAL EQUIPMENT OR PIPING PENETRATE OR INTERFERE WITH STRUCTURAL FRAME, WALL SHEATHING NOTE: - (-aches,G.c.I pf=ni nu*rt Number of 61.Con„w,Nai"'^5 or lod Bog Nail IPersupaort REINFORCE FRAME AROUND OR ADJACENT TO INTERFERENCE A5 REQUIRED TO MAINTAIN (GAN USE IOd BOX NAILS AS INTERIOR Zone-16.ON<A NTER STUD SPACING THE 2020 NEW YORK STATE 1116 or a,gas Sherrhi 12.24 2 2 2 2 2 2 2 2 2 2 DATE: 06/23/21 AL-TERNA11VE� MECHANICAL GODS CHAPTER5 12 ixi0arta-ga 5hea'hing 12 Z4 3 3 3 3 3 3 3 3 3 SHEET 17V1'BM STRUCTURAL INTEGRITY OF WALL5, FLOORS,GEILIN65, ROOFS, ETC. .JOIST NAIL SPAGIN6-INTERPANE1`_ IAT ea COMMON a b' MMON*1R ' "AIL SPAGIN6-INT131H1EDIATE SUPPORT-81.coMMON. 1e,ON-CENTER THROUGH 24, THE 2020 NEW YORK E - Nai`s:a•^ a:,.an?!ed€ ;in.) • 4•EDGE ZONE 16"ON-CENTER STUD 5PAGIN6 STATE PLUMBING, CHAPTER5 25 F - Nall s-;acrnP at intermediate sucrxuts m the pane!field+,in) 20. COMBUSTION AIR SUPPLY FOR FIREPLACE: "TECO" JOIST HANGER NAIL SPAGIN6-PANEL E'DOE-ed COMMON•b'ON-CZNTER r - _ _ � _--- PROVIDE AIR INTAKE WITH DAMPER, PER CODE, FOR OUT5IDE AIR, CONSTRUCTED OF NAIL SPAGIN6-IMERI�DIATE SUPPORT-Bd COMMON°b'ON-CENTER THROUGH 52, THE 2020 NEW YORK I Far.ha ed naO space ig as sores s n:ccmrtts•that st-id fra: a nembanacmen:re042s en 009 n be used J_ED6ER 3 'abu!ated nac'.spacing assumes sheathing alta-.had to 551E framing members>,>tth 0 42 s G s•0 44 NONCOMBUSTIBLE MATERIAL INSTALLED TO PREVENT BACK-FLOW OF FIRE AND SECURE TO STRUCTURE W/ 1/2% LA6 BOLTS ® Ib" O.C. STATE ELECTRICAL, CHAPTERS 55 3 =ara_r.--iorpanelsidin7,pt,. edoo!nailsshanbeMrrtittedtobesubt.tutedfartomr nnas. _ - . PRODUCTS OF COMBUSTION THROUGH INTAKE. THROUGH 42. JOB #: DDG-21-001 A $ 56'_0" 5'-5" 8'-O" 5'-5" 4'--7" 13'-4" 8'-O" 13'-5° HATCH INDICATES HOLD civ NALL 6" BELOW MAIN DRAIN TO DRYNELL ' b' FOUNDATION WALL, TYP. BY OTHERS X, BY N� 01 m 5'-5" � �— -6'�-IB-= —�" 5'-3" - I3'-4" •��� — �-I6='- rt" i3'-5�� 71 r O 40 14° DIA. — — — — — — — 8'� 5 _��� 8 , ASMETAL PER CODELADDER f(1 P. GONG. — — — — ( ( - 14" PIA. — — — I— m m .� U � PIER ) I 1 — P. GONG. PIER ) X10„ G - - - I — I 2"xb" AGQ D.J. - - CRESS _ - ld ��----11 m i 0 D.J. ® I6" O.G. r 5'-1 O" — 46 boo O 0 m - - — J — L- - - - - — - - - TW3 — }- -41 - - - — _ - - - — _ - 15�_O�� � � Lu (2) I-3/4" x9-I/2" LVL - - - - - - - - - - - - I - lU I -- - - - - - CJ 013 O6 III v 8 P. GONG. V ( O r - I A - Z }J O III III I � - - - - — �III �l II _ 0w w FOUNDATION WALL N— — —0 ON 16"x8DEEP — J J J J J ® P. GONG. FTG. I I I W 10 x 4 GIRD 1 I V 5 STL. ER W 10 x 45 5%. GIRDER ty �- III-9�V 11-ISI I ® _ - - I LSI - I_llll� •- C� v m O I x Q X Q _ i I I I HSS 4"x .25" THK. STL. TUBE i N N m x m III x m m 1 OPTIONAL x I COLUMN ON 45"x48"xIV DP m m IIS _ III m n X "GIRDER X - I P. GONG. FOOTING REINFORCEDL t*--1 i--t RX X - m CONFIGURATION" I N1 (b) #4 REBAR EACH WAY " 5" P. GONG. (� m III (2) 1-3/4 xa-I/2 LVL m tai r , FOUNDATION WALL ry O — ON 16"x8" DEEP — — — — — — — — — I CCS P. GONG. FTG. 10,_0„ POST ABOVE I i i I I �- - - - - - - - - - - - ( 777 . SCALE: 1/4"=1'-0" OPTIONAL. GIRDER GONF I OURATI ON ' - �� P. GONG. (4) 1-5/4"XII-1/5" GDR� � ® �f3) I-3/4 xll��/8 GD��® [3 :[l (4) I-3/4 xll-7/8 GD ��1 8 .•. I L H J W/ (2) I/2 STL. PL. L H-H J 2 1-011I I FOUNDATION WALL I ON I6"x8" DEEP I H55 4"x .25" THK. STL. TUBE I10 z 1 1 P. GONG. FTG. — — COLUMN ON 42"x42'XI2 DP Ll O P. GONG. FOOTING REINFORCED p I O 2-GAR VV (b) #4 REBAR EACH WAY ` I I GARAGE I 1 UNEXCAVATED I I u- BASEMENT LE I O Q I I Q NEW 4 P.C. 5LA5 REINF. W/ N r' O .• I 1 1 Q 4" P.G. SLAB, PITCH TO O.H. DOORS I- 6x6-WI.4xWl.4 W.W.M. ON WELL I N p/ REINF. W/bxb 10/10 W.W.M. ON WELL _ I ;: I x COMPACTED POROUS FILL X 1 I COMPACTED GLEAN FILL v _ IL K0 l 1 z � I •` I - ►- �y I � 2"X5" AGQ WD. LEDGER � I _ loft Q � 8" 22'-O" �, W/ 5/8 DIA. LAG BOLTS I OZ - _ I 18 STAGGERED 24 Oop e .G. 30 -O 1* 008 3" 2"2" 3" w Q I I I10140 (6) CONTINUOUS < �° • • #5 REBAR --1 — — a 1- In OL 3,500 PSI 2 X6 AGQ D.J. 7O - I6" O.G. i = i i a CONCRETE AIR ENTRAINED i I I I 1 0L O #4 REBAR ® 12" O.G. TO I (2) 2 XIO AGQ GDF • (�.) 2 xIO AGQ GD1 2 xl0 AC,G2 GDi (�� 2 xl0 AGQ GDI O FOUNDATION AT APRON BOND Br-AMw O DETAIL. � J- 14 DIA. g0>70 O.H. DOOR 80-70 O.H. DOOR _ I P. GONG. PIER U--I HOLD DOWN LOCATIONS _ ON 24"x24"xl2" DP - AS PES: WFCM 2015 EDITION i - - - - - - - P. GONG. FOOTING SECTION 5.4 EXTERIORSHEARq _3I'-6" q'-3" I'-8" -1'-6" -1'-6" �'-6" -X1_611 8�� V MIN. BELOW GRADE Q WALL TYPE I I (TYP) ON UNDISTURBED 501L41 40 O N 2'-O" 23'-4" 501-511 REVISIONS 11-05-21 #1 5 5 TYP I GAL EXTERIOR WALL CONSTRUCTION: SEE SECTIONS REMOVABLE METAL GRATE FOUNDATION PLAN PROPOSED GRADE SCALE: 1/4"=l'-O" 'I'`rF I GALB _ OND BEAM - - FLOOR SEE DETAIL `I I E_ GON5TRUGTION: ON SHEET A3 ;.,�' _�� O� SEE SECTIONS TYPICAL 'n CODE METAL LADDER AS PER 2 t ` BASEMENT WALL CONSTRUCTION: Af��,F SEE SECTIONS - I DRAIN TO DRYNELL BY N OTHERS TYP I GAL DRAWN BY: J. TURNER FOUNDATION WALL SCALE. AS NO GONSTRUGTION: Lu SEE SECTIONS m O ¢ C KV BY: mDATE- 06/23/2) R E 5 5 W ELL SCALE: 1/4" = 1'-0" %aT NUMBER JOB #: DDG-21-001'1 �J A 40 5CCS �'—GI" '71-�I" �'-4" 1 2 1_�},11 41_411 1A 4-J TEI - - --- -- ---------- � T42842 TW3046 046 T43046 m r �--I 11 (3)2X8 HDR (3)2X8 HDR (3)2X8 HDR 11 _ 11 I-o)2 X HDR O pm a ROOM l O O O V O _ F_ c0 SAT O N p c_v #2 O X aL N RMBED x 8' HIGH CEILING ROOM n - - N m O •• o 2"xIO" R.R. v #5 I6" O.G. iiiX 8' HIGH CEILING tu ;e ." p O O . _K � I - � ® N GL E � v � } � 0 A i O �U dJ u 56'-0" 1 m HIGH CEILING � ® I 11 I II I II I II I 11 1 II 1 II 5 -r� S -O 3 -3 4 -7 13 -4 S -O 13 -3 I (3) -1-1/4" LVL. bio (3)2X HDR CLOSET - � •• 40' 10" J - m 25_1/21x5-142" " BILCO DOOR 1 L(� PARALLAM P05T TO r' 4/ 24" EXTENSION N -- —_-_ UNDER51DE OF RIDGE BEAM '00 ct lu OL05ET x w MASTER 1 ' i I 1:21-1111 161-311 I iii 1-11-31 I `9 A i I I O - v BEDROOM - BATH W VAULTED CEILING FY 460611 I T420 2 I FWG O I I i� tT RM CJ =-(V _ x3l_0 I/2RII xR3.-®I/2I611 1 O.G. 2 xIO1R.R. a 16I O.G. (3)I-3/4"xQ-I/2 HDR (3)2X10 HDR 4 HDR 2I'-6" 2' & 1 (II 1'7 -all _V11 1" 1_/11 QZ Lu O tSl Lf) i, v v I I i 1 `9 ( )2X8 HDR PARALLAM P05T 3: (�/ PWDR � O O _ I I _ TO UNDERSIDE OF - fj - - �p RIDGE BEAM " x7-1/4" LVL %D RM = j; o cSJ Ips iv JI L I KITCHEN ry 2 DEN U-O IL O - Q M I 12'-4" ABOVE 12 -611 - lu DL x x 2068 _ _ I ~ I I 6'-6" 24'-10" `0 Q - (2J a-I/2" LVL IIx 1 < m QII ;� PAN. - 1 lu pL Q IDL II m 3-i/2"x3-I/2" u; I Q� UL PARALLAM REF. d — O IL IR COLUMN L--- --- - -- - - -- -- -- - - -- -- - - - - - 8 6' � r - o - (?a I i-'f/8" LVL P05T II 1 11 1 1 II 1 II — — — — — — — — � O O _ s IL 4 22 -4 N ` ABOVE 20 -O �t _� - - - - - - - - - l cy -7 p - - - - - - - - - - - - - - - - O 5/4-HR FIRE RATED - - - - - - - - - - - - - - - - - c(� }- SELF CLOSING GL +/- BEARING WALL ABOVE (SOLIF BLOCKING BETWEEN JOIST BELONU O $ 0 (Y DOORS ry -- I x i to < DL Zz 2-GAR ® m ® d Lu tL' GARAGE �3 1 _� _� } OO 2ND FLOOR LIVING AREA = 1,030 S.F. 4„ P.G. SLAB, PITCH TO D.H. DOORS �j = J LIVING 2ND F L O O R PLAN z IL REINF. W/bx6 ID/ID W.W.M. ON WELL p ROOM N COMPACTED GLEAN FILL 4zSCALE: 1/4"=1'-0” x m A z REVISIONS 4" O 22'-411 Jl 1 I 241_011 i. 4" VTR. R. 4" VTR. R. t )2X1 HDR (3)11-1/411 R (5)2XIO HDR m —'i`_ ,/2" _ 2" CL O 1/2"-� I I I " -I I T „ � 41 p� IL 1 11 1_ 3 -2 11 TM552 T 142852 T428 11 52 I m 2 8 121-4 E31-2C1 -4II I I I, 1 1/2 1.1 i�2„ I,1 1/2 0 1/2" A �- �t - -- - O ( - LAV. . uv0 - - -- - -- - -- - - -- - ROOFED OVER x ( �- I I I O 1 11 FRONT PORCH 1 11 1 11 II I I TUB I SHWR a� -6 7 -6 _T -6 -6 8 utas � 1 1 1/2" J1 11/2- O le' 1/2" 1/210 F NEvv LDI I I I 2) 2"x10" GDR (2) 2"x10" GDR (2) 2"x10" GDR (2) 2"xIO" GDR 1 „ 4„ C.0• P�� E�� 1 a0'TO O.H. DOOR I I a0'10 O.H. DOOR I 4 * 2„ „.y� - - - - - - - - I _1 w �1 (2) I-3/4"x11 ?/8" HEADER (2) 1-3/4"x11 1/6" HEADER $ BUILDING 4" Q, n 1 W.C. 1 uv 1 6'-4" 1O'-V" 6'-411 �'-8" 23'-o" OF DRAWN BY: J. `MIRNER 700, LEVE. 1 1/2" 4" F i„ SCALE: A5 NOTED v -P I _j I GHIC'D BY: 70 APPROVED 4" C.O. DATE: 06/23/21 � 15T FLOOR LIVING AREA = 1,383 S.F. 2-GAR 6ARA6SANITARY SYSTEME AREA = 544 S.F. 4" H. TRAP T NUMBER IF 15T FLOOR PLAN FRONT PORCH AREA = 186 S.F. PLUMBING RISER (SANITARY WASTE) Z_ SCALE: 1/4"=1'-0" JOB #: DDC.-21-001'1 ASPHALT 5HINGLE5 15 # FELT PAPER CIS 5/6" GDX PLYWD. SHEATHING 2"xl0" R.R. ® 16" O.G. 12 11 HURRICANE 01-14' SUL. R-15I N5UL. EA. RAFTER EXTERIOR WALL m 2"x8" 0.1. 12" O.G. CLAPBOARD VINYL SIDING O to TYVEK" OR EQUAL BUILDING WRAP m 1/2 PLYWOOD SHEATHING Q _ R� I cl INSULATION AC C 2x6 WOOD STUDS a I6 O.G. �.. BEDw } BEDROOMI/2 GYP. BD FINISH • }�n Q/ � •• O1 ROOM VAULTED CEILING IL IL a- cSJ #3 ASPHALT 5HIN6LE5 8' HIGH CEILING v = 15 # FELT PAPER HURRICANE 5TRAPPING 5/4" T. 4 G. 5/8" GDX PLYWD. SHEATHING lIU ip EA. RAFTER SUB FLOOR 2"xb" R.R. ® ib" O.G. Q Q O O ,13 A � m i EXTERIOR WALL 6" FASCIAinic CLAPBOARD VINYL. SIDING VTJI-250 "x Q-1/2" F.J. ® Ib" O.G. (2) 1-3/4"x 41-1/2" LVL FJ. ® Ib" O.G. �U v TYVEK OR EQUAL BUILDING WRAP (2) 2"xi2" GIRDER 1/2 PLYWOOD SHEATHING R-38 I I 2"x4" G.J. ® I6" O.G. R-Iq INSULATION INSUL. 5/8" TYPE "X" I 2"x6" WOOD 5TUD5 e 16" O.G. GYP. BOARD 1/2" GYP. BD FINISH O DINING 5/4" DIN DECKING ON IN LIVING I I 5/4" DECKING ON r-i J 2X6 A00 D.J. ® 160.0. APEA ROOM 2X6 AGO D.J. ® 16' O.G. i F- II 5' HIGH I 5' HIGH RAILINGS 5/4" T. t G. 3/4" T. G. I RAILING w SUB FLOOR SUB FLOOR (2) 2"x10" AGO GIRDER - TJI-230 "x -i/2" F.J. ® Ib" O.G. / I TJI-230 "x 41-1/2" F J. ® Ib" O.G. 4X4 ACOI —I (2) 2"x10" AGQ GIRDER 4X4 AGO POST IR-50 50LID BLOGKIN6 POST INSUL. BETWEEN EACH JOIST GRADE O Z I I BELOW BEARING WALL W/ (2) 1/2" STL. PL. O Z GRADE m z H55 4"x .25" THK. STL. TUBE -� COLUMN ON 42"x42"x 12" DP w UNDISTURBED 501L P. GONG. FOOTING REINFORCED UNDI5TUR5ED SOIL Q 114" DIA. W/ (b) #4 REBAR EACH WAY 14" DIA. P. GONG. PIER O 'P. GONG. FTG. B5 M N T ON 24"x24"x12" DP P. GONG. FOOTING O 8" POURED GONG. FDN. ON5' MIN. BELOW GRADE Ib" X 8" DEEP P. GONG. FTG. '_"`—°•`_"_'_'—'—.'T"'—'^"'—"_"-" _ —• _'—" "^ '-`"_''� .. - :..•' ON UNDISTURBED 501L (PROVIDE 'TROWELED ON Q� WATERPROOFIN(5) VAPOR BARRIER 8" POURED GONG. FDN. ON I6" X 8" DEEP P. GONG. FTG. L W 4 P.G. SLAB, PITCH TO O.H. DOORS (PROVIDE TROWELED ON W � (2) #4 BARS CONT. REINF. Wlbx6 10/10 W.W.M. ON WELL (2) #4 BARS CONT. COMPACTED GLEAN FILL WATERPROOFING) z W Q � SEOTION IIE _ SII - - - - - w Q - SCALE: 1/4"=1'-0" 12 — IL < 5 � � tfl � Q DL moo Z: - - - - - --- -- u < o ASPHALT SHINGLES 15 # FELT PAPER tL 5/8" COX PLYWD. 5HEATHING ENGINEERED TRUST ® ib O.G 12 -4W � } HURRICANE CLIPS HURRICANE CLIPS A ® EA. RAFTER ® EA. RAFTER z — — — — — O li�Aw Y3 EXTERIOR WALL CLAPBOARD VINYL SIDING 5/8" TYPE "X" 6" "TYVEK" OR EQUAL BUILDING WRAP R-38 i/2" PLYWOOD SHEATHING INSUL. GYP. BOARD FASCIA REVISIONS R-IcI INSULATION 2"x6" WOOD EXTERIOR WALLOOD STUDS ® I6" O.G. CLAPBOARD VINYL SIDING 1/2" GYP. BD FINISH DEN i "TYVEK" OR EQUAL BUILDING WRAP w 2-GAR O 1/2" PLYWOOD SHEATHING 5' HIGHGARAGE -� 2"x4" WOOD STUDS a 16" O.G. RAILING 5/4" T. G. 1/2" GYP. BD FIN15H SUB FLOOR 2X6 AGO SILL PLATE W/ 5/8" DIA. 5TL. ANCHOR BOLTS 5'-0" O.G. MAX, CONT. TERMITE TJI-230 "x cl-1/2" F.J. ® Ib" O.G. SHIELD OVER SILL SEAL R-30 INSUL. F NEw GRADE O Z O GRADE �C'A� Z * � * m I I B A 5 M N T O 4" P.G. SLAB, PITCH TO O.H. DOORSoc _, -� REINF. W/6xb 10/10 W.W.M. ON m �p w UNDISTURBED SOIL VAPOR BARRIER ON WELLUNDI50 STURBED SOIL �O o 5a•�' COMPACTED GLEAN FILL 14" DIA. 8" POURED GONG. FDN. ON (2) #4 BARS CONT. P. GONG. FTG. 16" X 8" DEEP P. GONG. FTG. 8 POURED GONG. FON. ON 8" POURED GONG. FDN. ON (PROVIDE TROWELED ON DRAM BY: J. TURNER 16" X 8" DEEP P. GONG. FTG. .•� ,-'-"-"'-'°'-' '- ~-~- _• : I6" X 8" DEEP P. GONG. FTG. WATERPROOFING) DRAM A5 �,� (PROVIDE TROWELED ON (PROVIDE TROWELED ON WATERPROOFING) WATERPROOFING) GHK'D BY: 4" P.G. SLAB, REINF. W/bxb 10/10 W.W.M. ON (2) #4 BARS CONT. DATE: 06/23/21 (2) #4 5AR5 CONT. VAPOR BARRIER ON WELL 5HEET NUMBER COMPACTED GLEAN FILL SCOT I Oil "A - All JOB #: DDC.-21-0011 ASPHALT 5HINGLE5 -�–� 15 # FELT PAPER 5/5" GDX PLYWD. SHEATHING 211x10" R.R. ® 16" D.G. - � m FASCIA `'^"1 z EXTERIOR WALL 2 =), 3ING, J: IL D- LAPBOARJO VINYL i "GTYVEK" OR EQUAL BUDNG WRAP V Z cSJ 1/2" PLYWOOD 5HEATHING lu R� la INSULATION -1N Q Z 2 xb WOOD STUDS ® I6 O.G. .SIM 1/2 GYP. BD FINISH - v Ct V bit FA5GIA 5' HIGH V RAILING `w" 5/4" DEGKIN6 ON 2X6 ACG D.J. ® 16" O.G. ct GRADE GRADE II I I I I F ^ - - - - - — a W z (Oil lu TRIM Q W Q LFFT 50r-r- r-Lt=\/AT I ON 12 z o 5 f 12 �- 1� m1- ASPHALT 5HINGLE5 12 ® ® TRIM f(1 Z QO 15 # FELT PAPER 5 � O 5/8" GDX PLYWD. SHEATHING O u 11-1 ENGINEERED TRUST o 16" O.C. oll ® EXTERIOR WALL N } CLAPBOARD VINYL SIDING < "TYVEK" OR EQUAL BUILDING WRAP I/2" PLYWOOD 5HEATHING lu R-IQ INSULATION } 2"xb" WOOD STUDS a 16" O.G. Q 1/2" GYP. BD FINISH Z O bit _._.. REVISIONS FASCIA 6" O TAPERED — COLUMN DaO0pEl0oa 000F-11 D FO-1aEm— _:_t� � o NEW y0 �oE�k 'P GRADE EY I u 1— — — — — — — — 14 DIA. P. GONG. PIER Fo » I I ON 24"x24NIZ' DP 'ORo S P. GONG. FOOTING U I I I ONIUNDISTURBED 5011 DRAM BY: J. TURNER SCALE: AS NOTED - - - - - - - - - — - - - - - - - - - - — GHWOBY: DATE: 06/23/21 SHEET NUMBER FRONT rLr-\/AT I ON SCAI..Ee 1/41 , 11-o' 0 JOB #: DDG-21-0011 ASPHALT 5HING1-E5 r--I 15 # FELT PAPER 5/5" GDX PLYWD. SHEATHING 12 2"x10" R.R. ® 16" O.G. —► 5 12 5 11 12 ASPHALT SHINGLES O 15 # FELT PAPER – – – – rl – – – – – – – – – – – – 5/5" GDX PLYWD. 5HEATHING m m ENGINEERED TRUST ® 161, O.G.(off 6,rr -1 -FAr. 6iA- FILU ---F-�-� bO K FTMI TIM _Fn 11 • .--i 11 11 fl. V 11.1 43 EXTERIOR WALL CLAPBOARD VINYL SIDING W� "TYVEK" OR EQUAL BUILDING WRAPJUL 1 1111 JOE HE 1 j I/2" PLYWOOD SHEATHING ❑ ❑ - ❑ ]FIE - I- R-IQ INSULATION •. 2"xb" WOOD STUDS ® 16" O.G. 1/2" GYP. BD FIN15H RII-on DOORI GRADE I — — — 14" DIA. — — — I I Oi z P. GONG. FOOTING I — — — I tT Q 14" DIA. P. GONG. FOOTING ( ( 3:FELT SHINGLES 15 # FE IS LT PAPER p� 5/8" GDX PLYWD. 5HEATHIN7 O 2"x10" R.R. ® 16" O.G. u- W z 12 REAR ELEVATION p 5 WAL.el 1/4' ■ 1'-0' Ju IY V < O w } u EXTERIOR WALL i, Q CLAPBOARD VINYL SIDINGFASCIA O O "TYVEK" OR EQUAL BUILDING WRAP - 1/2" PLYWOOD 5HEATHINGlu R-Iq INSULATION N } 21ox(o" WOOD STUDS @ 16" O.G. 1/2" GYP. BD FINISH 1.1.1 z O 1 11 11 5' HI6H O REVISIONS 177 RAILING 3' HIGH RAILING TF GRADE FI- I GRADE 5 DFc 0 52 14 DIA. P. GONG. PIER - oe 00, m ON 24"x24"AV DP P. GONG. FOOTING 250 E'er 5' MIN. BELOW GRADE ( Ion ON UNDISTURBED SOIL - - - - - - - - - - - - - - - - - DRAWN BY: J:TURNER SCALE: AS NOTED GHK'D BY: DATE: 06/25/21 SHEET NUMBER RICHT 5 I L7)E EU=\/ATlCN SGAM 1/4' , P-0' JOB : DDG-21-0011